se schedule 2018

SE SCHEDULE 2018

Schedule Item No.

Description Unit / Per Rate (Rs.)

I. Excavation items (R2-SE-1-1 to R2-SE-1-5-a) for SewerageProject Works only

R2-SE-1-1

Excavation in all types of soils (for sewerage works),such as Earth, Marine clay, Marshy land, Running sand, Garbage, Slush, Murum, Rock boulders etc as directed by the engineer. The rate includes dewatering, backfilling, removing the rank vegetation and removing the excavated materials within a lead of 150M as directed including levelling, ramming,etc complete, and measured from the edge of cutting including all lifts and stacking in layers and removing the surplus excavated materials as directed for lift upto 2M{Records to be maintained properly}.The rate also includes supporting public utilities such as cables,drains,pipe water mains, but shall not include the cost of shoring etc as specified and directed.1) The rate includes the handling/supporting the existing utilities such as cables, drains, pipes, water mains etc. 2) It also includes the royalty and other taxes if any. cum

468

R2-SE-1-1-a -do-do- as per item R2-SE-1-1 for lift from 2m to 4.0m cum 638R2-SE-1-1-b -do-do- for lift from 4.0m to6m cum 868R2-SE-1-1-c -do-do- for lift from 6.0m to8m cum 1036R2-SE-1-1-d -do-do- for lift from 8.0m to10m cum 1233R2-SE-1-1-e -do-do- for lift from10m to11m cum 1360R2-SE-1-1-f -do-do- for lift from 11m to12m cum 1497R2-SE-1-1-g -do-do- for lift from 12m to13m cum 1646R2-SE-1-1-h -do-do- for lift from 13m to14m cum 1807R2-SE-1-1-i -do-do- for lift from 14m to15m cum 1983

R2-SE-1-1-j

Extra over above for item no. R2-SE-1-1 to R2-SE-1-1-i for relevant lift of excavation in soft/ disintegrated rock, road carriageway,sand stone, stiff clay, gravel, cobblestone, hard laterite, water bound macadam, wet mix macadam, asphalt mix carpet of any type, pitching, soling, paths and hardcore, lime concrete, plain cement concrete, stone masonry and all types of brick/ block masonry below ground level cum

429

R2-SE-1-1-k

Extra over above for item no. R2-SE-1-1 to R2-SE-1-1-i for relevantlift of excavation in hard rock by controlled blasting with necessarysafety precautions as per statutory requirement, including drilling,breaking in small pieces, mucking, dressing/ trimming the sides,leveling/ grading of bottoms, etc. cum

1130

R2-SE-1-1-l -item deleted-R2-SE-1-1-m -item deleted-R2-SE-1-1-n -item deleted-R2-SE-1-1-o -item deleted-R2-SE-1-1-p -item deleted-R2-SE-1-1-q -item deleted-R2-SE-1-1-r -item deleted-R2-SE-1-1-s -item deleted-R2-SE-1-1-t -item deleted-

R2-SE-1-1-u

Extra over above for item no. R2-SE-1-1 to R2-SE-1-1-i for relevantlift of excavation in hard rock and reinforced concrete by chiseling for sewerage works by manual operations, pneumatic breaker,hammer, driller, compressor breaker, etc. includingdressing/trimming the sides, leveling of bottoms, cum

2100

R2-SE-1-1-v -item deleted-R2-SE-1-1-w -item deleted-R2-SE-1-1-x -item deleted-R2-SE-1-1-y -item deleted-R2-SE-1-1-z -item deleted-

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Schedule Item No.


R2-SE-1-1-aa -item deleted-R2-SE-1-1-ab -item deleted-R2-SE-1-1-ac -item deleted-R2-SE-1-1-ad -item deleted-

R2-SE-1-1-aeExtra over above for item no. R2-SE-1-1 to R2-SE-1-1-i for relevantlifts of excavation in hard rock and reinforced concrete by splitter machine cum

4970

[Note: sanction of director/DMC (SE)/DMC(E) should be obtained forincluding the item in BOQ during the approval of Draft Tender]

R2-SE-1-2Providing watching fencing etc. to trench excavation per runningmeter length of trench as per drawing and as directed by Engineer. m 410

R2-SE-1-3 Transporting surplus materials upto 3 Km. including levelling. cum R2-CS-EW-8[Note : Prior Specific sanction of Head of Deptt. should be taken iftransportation is to be done at night i.e. between 8.00 pm. to 6am.and the rate should be reduced by 10%] {This item will beoperated with the specific sanction of the C.E./Chief Engineer andabove}

[Note : Prior Specific sanction of Head of Deptt. should be taken iftransportation is to be done at night i.e. between 8.00 pm. to 6 am.and the rate should be reduced by 10%]

R2-SE-1-3-a E.O. above for transporting beyond 3 km. for every 1 km. cum R2-CS-EW-9[Note : Prior sanction of Head of Deptt. should be taken iftransportation is to be done at night i.e. between 8.00 p.m to 6 a.m.and the rate should be reduced by 10%]

R2-SE-1-4

Providing and removing close shoring and strutting in the trenches/pits for all depths as per specifications/ drawings and or as directedby Engineer-in-charge by including walling, struts, open polingboards, horizontal sheeting, runners, dog spikes by using timber etc.complete.

sq.m 715

R2-SE 1-4-b

Providing and removing closed shoring and strutting in thetrenches/ pits for all depths as per specifications/ drawings and or asdirected by Engineer-in-charge by including walling, struts, openpoling boards, horizontal sheeting, runners, dog spikes by usingtimber etc. complete.

cum of wood 8586

R2-SE-1-5 Leaving shoring in trenches. (New or old) including dog spikes. sq.m 1372

R2-SE-1-5-a Leaving shoring in trenches. (New or old) including dog spikes. cum of wood 15561

R2-SE-1-5b

Providing and leaving of close shoring and strutting in the trenches/pits for all depths in running sand as per specifications/ drawingsand or as directed by Engineer-in-charge by including walling, struts,open poling boards, horizontal sheeting, runners, dog spikes byusing timber (New or old) etc. complete.[Note: sanction of director/DMC (SE)/DMC(E) should be obtained forincluding the item in BOQ during the approval of Draft Tender]

sq.m 1032

R2-SE-1-5-c

Providing and leaving of close shoring and strutting in the trenches/pits for all depths in running sand as per specifications/ drawingsand or as directed by Engineer-in-charge by including walling, struts,open poling boards, horizontal sheeting, runners, dog spikes byusing timber (New or old) etc. complete.[Note: sanction of director/DMC (SE)/DMC(E) should be obtained forincluding the item in BOQ during the approval of Draft Tender]

cum of wood 11709

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Schedule Item No.


R2-SE-1-6Providing and fixing M.S plate shoring in trench consisting of 12mmthick M.S sheet, 1.5m wide MS channel 150x75mm,at 1.5m centerto centre including removal after laying sewer

sq.m 2798

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Schedule Item No.


II. CONCRETORNote : a) Unless or otherwise stated the coarse aggregate shallconsist of metal 10 mm and 20 mm size (metal No.1 & 2) mixed inequal proportion or as directed and the rates shall cover the cost ofcomplete work including boxing, ramming, consolidating, wateringand curing.b) In controlled concrete the determination of the proportions ofcement ,aggregate and water to attain the required strength shall bemade with the preliminary test by designing the concrete mix.

c) All the concrete items include vibrating by Mechanical vibrator.

d) In case controlled concrete cannot be used for want of testing dueto small quantity of work M 10 may be taken as equivalent to 1:3:6

M 15 = 1:2:4M 20 = 1: 1 1/2 : 3

R2-SE-2-1 Providing & laying M 10 c.c. For foundation/bedding includingboxing, curing etc. complete as specified and as directed. cum 6122

R2-SE-2-2 -do- -do- for full encasement or cradle -do- -do- cum 6822R2-SE-2-3 -do- -do- in saddle block -do- -do- cum 7337

R2-SE-2-4 -do- -do- M 15 c.c. In foundation including boxing, curing etc.complete as specified and as directed. cum 7335

R2-SE-2-5 -do- -do- M 15 c.c. For full encasement or cradle -do- -do- cum 7354R2-SE-2-6 -do- -do- in sides and haunches and/or in block coping-do- -do- cum 8067R2-SE-2-7 do- -do- in saddle block -do- -do- cum 7850R2-SE-2-8 -do- -do- in arch work -do- -do- cum 8355R2-SE-2-9 Providing and laying M 20 c.c. In foundations -do- -do- cum 7863

R2-SE-2-10 -do- -do- in sides and haunches and /or block coping -do- -do- cum 8575

R2-SE-2-11 -do- -do- in arch work -do- -do- cum 8863REINFORCED CONCRETORNote: 1. Wastage in cutting will not be paid for. Only steel actuallyfixed in position will be paid by linear measurement including hooks& bends. No payment will be made for binding wires, pins be madefor binding wires, pins, chairs and laps and / or welding and thisshould be noted while quoting the rates.2. In working out the rates for .R.C.C. Items and steelreinforcement, the basic rates for steel bars per tonne are taken asmentioned in Basic Material Master, If steel is controlled in futurethe necessary adjustment between the controlled rate and the ratesstated above will have to be made.3. Note of concretor: (b) is applicable here(controlled concrete).

R2-SE-2-12

Providing M 15 R.C.C. Work in dhapas, beams and slabs etc. withstandard reinforcement of 1% including centering etc. and finishedsmooth the exposed surface with cement sand plaster 12 mm thickin the proportion 1:2 as directed.

cum 12407

R2-SE-2-13 -do- without reinforcement -do- do- cum 9110R2-SE-2-14 -do- M20 RCC work-do- as per item no R2-SE-2-12 cum 12915R2-SE-2-15 -do- without reinforcement -do- do- cum 9618

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Schedule Item No.


III. MASONRY(A) Brick Masonry

R2-SE-3-1Providing sewer brick masonry in cement mortar 1:6 as specified &as directed. (For Sewerage Substructure Works only) cum 11594

R2-SE-3-2 -do- -do- 1:5 -do- do cum 11670R2-SE-3-3 -do- -do- 1:4 -do- do cum 11723R2-SE-3-4 -do- -do- 1:3 -do- -do- cum 11859R2-SE-3-5 -do- -do- 1:2 -do- -do- cum 12121R2-SE-3-6 -do- -do- 1:1 -do- -do- cum 12540

R2-SE-3-7

Brick work with common burnt clay F.P.S. (non modular) bricks ofclass designation 7.5 in superstructure above plinth level upto floorfive level in all shapes and sizes in :Cement mortar 1:3 (1 cement : 3 coarse sand)

cum R2-CS-MW-3-a

R2-SE-3-7a Cement mortar 1:4 (1 cement : 4 coarse sand) cum R2-CS-MW-3-bR2-SE-3-7b Cement mortar 1:6 (1 cement : 6 coarse sand) cum R2-CS-MW-3-c

R2-SE-3-8 Brick work in cement mortar (1:3) in manholes, plastered both inside& outside with 20mm thick cement & sand plaster(1:2). cum 14142

(B) Stone Masonry

R2-SE-3-9

Supplying blue trap stones of approved quality and providing thesame in rubble packing 250 mm thick to the required level & camberfilling in voids with chips and 60 mm metal etc. including spreadingover the rubble 60 mm metal 75mm thick compacting to a thicknessof 50 mm by any means.

sq.m R2-RW 2.01

R2-SE-3-10 Uncourse rubble masonry in cement mortar (1:6) first sort. cum R2-CS-MW-18R2-SE-3-11 -do- -do- (1:5) first sort. cum 6678R2-SE-3-12 -do- -do- (1:4) -do- -do- cum 6695R2-SE-3-13 -do- -do- (1:3) -do- -do- cum 6740

R2-SE-3-14 Uncourse rubble masonry in cement mortar (1:6) first sort usingmunicipal rubble cum 5780

R2-SE-3-15 -do- -do- in cement mortar (1:5) -do- -do- cum 5805

R2-SE-3-16

Providing and Laying 230mm thick Rubble Stone for Pitching onsloping ground or wherever directed, properly arranging and placingthe rubble stones to achieve a plane top surface, set in regular line &slope, including breaking, laying gravel, quarry spells underneathand manually packing the voids with rubble chips, flush pointing withcement mortar 1:4 up to 25mm deep, etc. complete as specified &as directed.(Note: The rate includes the royalty and other taxes if any)

sq.m R2-CS-EW-24

R2-SE-3-17

Providing and Laying 230mm thick Rubble Stone for Pitching onsloping ground or wherever directed, properly arranging and placingthe rubble stones to achieve a plane top surface, set in regular line &slope, including breaking, laying gravel, quarry spells underneathand manually packing the voids with rubble chips, tuck pointing withcement mortar 1:2 up to 25mm deep, etc. complete as specified &as directed.(Note: The rate includes the royalty and other taxes if any)

sq.m R2-CS-EW-25

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Schedule Item No.


IV. PLASTERER

R2-SE-4-1 Providing 12 mm thick cement plaster in cement mortar 1:2including neat cement rendering. sq.m 262

R2-SE-4-2-do- -do- with approved water proofing compound in a proportion as

specified by the manufacturers, per bag of cement. sq.m 271

R2-SE-4-3 -do- -do- 20 mm thick -do- -do- (without water proofing compound) -do- -do- sq.m 376

R2-SE-4-4-do- -do- with approved water proofing compound in a proportion as

specified by the manufacturer's per bag of cement. sq.m 389

R2-SE-4-5 -do- -do- 25 mm thick -do- -do- (without water proofing compound) . sq.m 504

R2-SE-4-6-do- -do- 25 mm thick -do- -do- with approved water proofing

compound in a proportion as specified by the manufacturers per bagof cement.

sq.m 520

R2-SE-4-7 Providing 12 mm thick cement plaster in cement mortar 1:1including neat cement rendering. sq.m 296

R2-SE-4-8-do- -do- 12 mm thick with approved water proofing compound in a

proportion as specified by the manufacturers per bag of cement. sq.m 309

R2-SE-4-9 -do- -do- 20 mm thick -do- -do- (without water proofingcompound). sq.m 436

R2-SE-4-10-do- -do- 20 mm thick with approved water proofing compound in

a proportion as specified by the manufacturers per bag of cement. sq.m 418

R2-SE-4-11 -do- -do- 25 mm thick -do- -do- (without water proofing compound) sq.m 595

R2-SE-4-12-do- -do- 25 mm thick with approved water proofing compound in

a proportion as specified by the manufcturers per bag of cement. sq.m 621

R2-SE-4-13 Extra for using approved water proofing compound in plaster workin the ratio as per manufacturer's specifications. Kg 45

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Schedule Item No.


V. PIPESA Stoneware Pipes

R2-SE-5-1Providing & laying stoneware pipes of SP2 class including jointingwith CM(1:1), filleting etc. complete as specified & directed.

R2-SE-5-1-a 150mm dia m 657R2-SE-5-1-b 230mm dia m 1113R2-SE-5-1-c 300mm dia m 1586

R2-SE-5-2 Providing & laying stoneware pipes of SP2 class including jointingwith rubber rings etc. complete as specified & directed.

R2-SE-5-2-a 150mm dia m 523R2-SE-5-2-b 230mm dia m 963R2-SE-5-2-3 300mm dia m 1312

R2-SE-5-3Providing & laying stoneware bends of SP2 class including jointing

with CM(1:1), filleting etc complete as specified & directed

R2-SE-5-3-a 150mm dia No 301R2-SE-5-3-b 230mm dia No 787R2-SE-5-3-c 300mm dia No 1536

R2-SE-5-4Providing & laying stoneware single junction of SP2 class includingjointing with CM (1:1), filleting etc complete as specified & directed


R2-SE-5-5Providing & laying stoneware double junction of SP2 class includingjointing with CM (1:1), filleting etc complete as specified & directed


R2-SE-5-6Providing & laying stoneware bends/tees of SP2 class includingjointing with rubber rings complete as specified & directed No

R2-SE-5-6-a 150mm dia No 257R2-SE-5-6-b 230 mm dia No 734R2-SE-5-6-c 300 mm dia No 1476B RCC Pipes

R2-SE-5-7Providing and laying R.C.C Pipe (NP3 Class) with collar jointsincluding jointing with CM(1:1) & filleting etc. complete as specifiedand directed.

R2-SE-5-7-a 150mm dia m 962R2-SE-5-7-b 200mm dia m 1314R2-SE-5-7-c 250mm dia m 1663R2-SE-5-7-d 300mm dia m 2201

R2-SE-5-8 Providing and laying R.C.C. Pipes (NP3 Class) with rubber ringsjointing etc. complete as specified and directed.

R2-SE-5-8-a 300mm dia m 1823R2-SE-5-8-b 350mm dia m 2368R2-SE-5-8-c 400mm dia m 2617R2-SE-5-8-d 450mm dia m 2985R2-SE-5-8-e 500mm dia m 3427R2-SE-5-8-f 600mm dia m 4132

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R2-SE-5-8-g 700mm dia m 5052R2-SE-5-8-h 800mm dia m 6410R2-SE-5-8-i 900mm dia m 7366R2-SE-5-8-j 1000mm dia m 8974R2-SE-5-8-k 1100mm dia m 11134R2-SE-5-8-l 1200mm dia m 11825R2-SE-5-8-m 1400mm dia m 14138R2-SE-5-8-n 1600mm dia m 18436R2-SE-5-8-o 1800mm dia m 20757R2-SE-5-8-p 2000mm dia m 28238R2-SE-5-8-q 2200mm dia m 36150R2-SE-5-8-r 2400mm dia m 42825C HDPE Pipes

R2-SE-5-9Providing, Laying and Jointing HDPE pipes of PE-80 grade and PN-6 class with butt joints etc.complete as specified and directed

R2-SE-5-9-a 160 mm dia (OD) m 983R2-SE-5-9-b 200 mm dia (OD) m 1484R2-SE-5-9-c 250 mm dia (OD) m 2232R2-SE-5-9-d 280 mm dia (OD) m 2772R2-SE-5-9-e 315 mm dia (OD) m 3470R2-SE-5-9-f 355 mm dia (OD) m 4386R2-SE-5-9-g 400 mm dia (OD) m 5655R2-SE-5-9-h 450 mm dia (OD) m 7319R2-SE-5-9-i 500 mm dia (OD) m 8999R2-SE-5-9-j 560 mm dia (OD) m 11238R2-SE-5-9-k 630mm dia (OD) m 14167R2-SE-5-9-l 710 mm dia (OD) -do-do- but of PE-100 and PN6 class m 17964R2-SE-5-9-m 800 mm dia (OD)-do-do- but of PE-100 and PN6 class m 19520R2-SE-5-9-n 900 mm dia (OD)-do-do- but of PE-100 and PN6 class m 24162R2-SE-5-9-m 1000 mm dia (OD)-do-do- but of PE-100 and PN6 class m 29383

R2-SE-5-10Providing, Laying and Jointing HDPE bends/tees of PE-80 grade andPN-6 class with butt joints etc.complete as specified and directed

R2-SE-5-10-a 160 mm dia (OD) No 1527R2-SE-5-10-b 200 mm dia (OD) No 3003R2-SE-5-10-c 250 mm dia (OD) No 5230R2-SE-5-10-d 280 mm dia (OD) No 7266R2-SE-5-10-e 315 mm dia (OD) No 10593R2-SE-5-10-f 355 mm dia (OD) No 13924R2-SE-5-10-g 400 mm dia (OD) No 18910R2-SE-5-10-h 450 mm dia (OD) No 20760R2-SE-5-10-i 500 mm dia (OD) No 30909R2-SE-5-10-j 560 mm dia (OD) No 44380R2-SE-5-10-k 630mm dia (OD) No 90474D DWC PE Pipes

R2-SE-5-11Providing, Laying and Jointing Double Wall Corrugated (DWC) PEpipes of SN 8 class with R/R joint with PE coupler as per ISO21138-3 complete as specified and directed

R2-SE-5-11-a 160 mm dia (OD) m 702R2-SE-5-11-b 200 mm dia (OD) m 805R2-SE-5-11-c 250 mm dia (OD) m 1100R2-SE-5-11-d 315 mm dia (OD) m 1781R2-SE-5-11-e 400 mm dia (OD) m 3778R2-SE-5-11-f 500 mm dia (OD) m 6135R2-SE-5-11-g 630mm dia (OD) m 8765

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Schedule Item No.


R2-SE-5-11-h 800 mm dia (OD) m 14399R2-SE-5-11-i 1000mm dia (OD) m 17222

R2-SE-5-12

Providing, Laying and Jointing bends/tees of Double wall corrugated(DWC) PE pipes of SN 8 class with R/R joints with PE coupler jointsas per ISO 21138-3 complete as specified and directed

R2-SE-5-12-a 160 mm dia (OD) No 983R2-SE-5-12-b 200 mm dia (OD) No 1400R2-SE-5-12-c 250 mm dia (OD) No 2109R2-SE-5-12-d 315 mm dia (OD) No 3047R2-SE-5-12-e 400 mm dia (OD) No 3859R2-SE-5-12-f 500 mm dia (OD) No 4809R2-SE-5-12-g 630mm dia (OD) No 6049E Transportation of Pipes and Fittings

R2-SE-5-13

Transporting stoneware pipe from municipal stores or factorystores anywhere in City/H&K/L&M/P&R/N S & T Wards to the worksite including, loading unloading & stacking near the work site asdirected.


R2-SE-5-14

Transporting stoneware bends,single T,double T from municipalstores or factory stores anywhere in City/H&K/L&M/P&R/N S & TWards to the work site including, loading unloading & stacking nearthe work site as directed.


R2-SE-5-15

Transporting R.C.C(NP3 CLASS )pipes and collars from Municipalstores anywhere in City /H&K /P&R /L&M /N&S&T wards to the worksite including loading unloading and stacking near the work site asdirected.

R2-SE-5-15-a 150mm dia m 38R2-SE-5-15-b 200mm dia m 50R2-SE-5-15-c 250mm dia m 61R2-SE-5-15-d 300mm dia m 76

R2-SE-5-16

Transporting R.C.C pipe (NP3 CLASS) with rubber rings fromMunicipal stores or factory stores anywhere in City /H&K /P&R /L&M/N&S&T wards to the work site including loading unloading andstacking near the work site as directed.

R2-SE-5-16-a 300mm dia m 484R2-SE-5-16-b 350mm dia m 490R2-SE-5-16-c 400mm dia m 508R2-SE-5-16-d 450mm dia m 531R2-SE-5-16-e 500mm dia m 555R2-SE-5-16-f 600mm dia m 694R2-SE-5-16-g 700mm dia m 826R2-SE-5-16-h 800mm dia m 1157R2-SE-5-16-i 900mm dia m 1505R2-SE-5-16-j 1000mm dia m 2026R2-SE-5-16-k 1100mm dia m 2085R2-SE-5-16-l 1200mm dia m 2085

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R2-SE-5-16-m 1400mm dia m 3246R2-SE-5-16-n 1600mm dia m 3246R2-SE-5-16-o 1800mm dia m 3992R2-SE-5-16-p 2000mm dia m 4192R2-SE-5-16-q 2200mm dia m 4392R2-SE-5-16-r 2400mm dia m 4692

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Schedule Item No.


VI. MANHOLES

R2-SE-6-1

Constructing on sewer brick masonry conical manholes 1.2M dia. atbottom 0.56 M. dia. at top, built in brick masonry in cement mortar1:3, plastered both inside and outside with 20 mm thick cementmortar 1:2 and neat cement rendering so as to give a smoothsurface, including 300 mm thick M.15 cement concrete infoundation and in haunches and channels finished smooth with20mm thick cement plaster in cement mortar 1:1 and providing C.I.steps (weighing 5.4 kg each) staggered at 300 mm. c/c including75mm wide vata all round the external portion of the manhole andthe foundation concrete in cement mortar 1:1 and supporting theincoming pipes with brick masonry wherever necessary includingC.I. extra heavy duty (EHD) air-tight circular frame & cover(minimum 230 Kg.) with hinge/chain resting on 30 cm high cementconcrete M.20 cap with necessary centering etc. all complete as perstandard specifications and directions including finishing the capwith cement plaster on both sides 1:2 and neat cement rendering soas to give a smooth surface in line and level with the brick masonrysurface and as per drawing inDyCh.E.(Sewerage)P&D's office

No 62019

R2-SE-6-1-a Extra over above per metre depth above 1.5 M. and upto 2.3 M.depth -do- -do- m.depth 18654

R2-SE-6-2-b

Constructing on sewer brick masonry conical manhole 1.5 M. dia. atbottom and 0.56 M dia. at top including C.I. Extra.Heavy Dutycircular air tight frame and cover etc. complete as per description initem No.R2-SE-6-1 depth upt0 2.3 M.

No 90305

R2-SE-6-2-cExtra for above manhole per metre depth above 2.3M and upto 5 Mincluding safety chain and extra C.I. steps on other side of benching-do-do-

m.depth 34099

R2-SE-6-2-d Do- -do- above 5 M & upto 9 M -do- -do- m.depth 48097R2-SE-6-2-e Do- -do- above 9.M & upto 11 M -do- -do- m.depth 67802R2-SE-6-2-f Do- -do- above 11M & upto 12 M -do- -do- m.depth 93521R2-SE-6-2-g Do- -do- above 12 M and upto 14 M depth -do- -do- m.depth 122713

R2-SE-6-3

Constructing on sewer brick masonary conical manhole 1.8M dia.at bottom 0.56M dia at top, including C.I. Extra heavy Duty airtightcircular frame and cover etc. complete as per description in ItemNo.R2-SE-6-1 depth upto2.9 M

No 118400

R2-SE-6-3-aExtra for above manhole per metre depth above 2.9M and upto 5 Mincluding safety chain and extra C.I. steps on other side of benching-do-do-

m.depth 39365

R2-SE-6-3-b Do- -do- above 5 M. and upto 9M -do- -do- m.depth 54724R2-SE-6-3-c Do- -do- above 9 M. and upto 11M -do- -do- m.depth 77319R2-SE-6-3-d Do- -do- above 11M and upto 12M -do- -do- m.depth 105651R2-SE-6-3-e Do- -do- above 12 M and upto 14 M depth -do- -do- m.depth 137556

R2-SE-6-4

Constructing on sewer brick masonary trapezoidal manhole 1.5M x0.9M at bottom and 0.9M x 0.45M at top, including C.I. EHDairtight rectangular frame and cover weighing minimun 225 kg .complete as per description in Item No.R2-SE-6-1 depth upto 1.2M

No 63963

R2-SE-6-4-a Extra for above manhole above 1.2M and upto 2.3M depth -do- m.depth 20912

R2-SE-6-5

Constructing on sewer brick masonary trapezoidal manhole 1.5M x1.2M at bottom and 0.9M x 0.6M at top, including C.I. EHD airtightrectangular frame and cover weighing minimum 270 kg . completeas per description in Item No.R2-SE-6-1 depth upto 1.2M

No 72618



SE SCHEDULE 2018

Schedule Item No.


R2-SE-6-6

Constructing on sewer brick masonry trapezoidal manhole 1.8M x1.5 M at bottom and 0.9 M x 0.6M at top, including C.I. EHDairtight rectangular frame and cover weighing minimum 270 kg .complete as per description in Item No.R2-SE-6-1 depth 2.9 M

No 133637

R2-SE-6-6-aExtra for above manhole per metre depth above 2.9M and upto 5 Mincluding safety chain and extra C.I steps on other side of benching-do-do-

m.depth 44019

R2-SE-6-6-b Do- -do- above 5 M depth and upto 9 M depth -do- -do- m.depth 63597R2-SE-6-6-c Do- -do- above 9M and upto 11M depth -do- -do- m.depth 89292R2-SE-6-6-d Do- -do- above 11 M and upto 12 M depth -do -do- m.depth 122826R2-SE-6-6-e Do- -do- above 12 M and upto 14 M depth -do- -do- m.depth 161111

R2-SE-6-7

Constructing brick masonary trapezoidal manhole on sewer 2.4M x1.5M at bottom and 0.9M x 0.6M at top built in brick masonary inC.M. 1:3 plastered both inside and outside with 20 mm thick cementplaster in C.M. 1:2 and neat cement rendering so as to give asmooth surface 300 mm thick M 20 cement concrete in foundationand in haunches and channels finished smooth with 20 mm cementplaster in C.M. 1:1 and providing C.I. steps (approximately weighing5.4 kg each)staggered at 300mm c/c. including 75 mm wide vata allround the external portion of the manhole and the foundationconcrete in cement mortar 1:1 and supporting the incoming pipeswith brick masonary wherever necessary including 0.9m x 0.6M C.I.EHD airtight rectangular frame and cover weighing minimum 270 kgresting on 300mm high cement concrete M20 cap with necessarycentering including cement plaster (1:2) on both sides neat cementrendering so as to give a smooth surface in line and level includingsafety chain and extra C.I steps on other side benching complete asper standard specifications & directions and as per drawing inDy.Ch.E. (SP) P&D's office without excavation depth upto4.5M

No 239650

R2-SE-6-7-a Extra per metre depth of the above manhole -do- -do- as per aboveitem -do- -do- from 4.5 to 9M depth. m.depth 71930

R2-SE-6-7-b Do- -do- above from 9M and upto 11M depth -do- -do- m.depth 100672R2-SE-6-7-c Do- -do- above from 11 M and upto 12 M depth -do -do- m.depth 137910R2-SE-6-7-d Do- -do- above 12 M and upto 14 M depth -do- -do- m.depth 179593

R2-SE-6-8

Constructing on sewer brick masonry scraper manhole 1.5M x 1.5M at bottom and 1.2 M x 0.9M at top, including C.I. EHD airtightrectangular frame and cover weighing minimum 900 kg . completeas per description in Item No.R2-SE-6-1 depth 2.9 M

No 226634


m.depth 40863


R2-SE-6-9

Constructing on sewer brick masonry scraper manhole 1.8M x 1.5Mat bottom and 1.2M x 0.9M at top , including C.I. EHD airtightrectangular frame and cover weighing minimum 900 kg etc.complete as per description in item No. R2-SE-6-1 depth upto 2.9M

No 236136


m.depth 44019

R2-SE-6-9-b Do- -do- above 5 M and upto 9 M depth - do- -do- m.depth 63597


SE SCHEDULE 2018

Schedule Item No.


R2-SE-6-9-c Do- -do- above 9 M and upto 11M depth -do- -do- m.depth 89292R2-SE-6-9-d Do- -do- above 11 M and upto 12 M depth -do -do- m.depth 122826R2-SE-6-9-e Do- -do- above 12 M and upto 14 M depth -do- -do- m.depth 161111

R2-SE-6-10

Constructing on sewer brick masonry scraper manhole 1.8M x 1.8Mat bottom and 1.2M x 0.9M at top , including C.I. Rectangular EHDairtight frame and cover weighing minimum 900 kg etc. complete asper description in item No. R2-SE-6-1 depth upto 2.9M

No 244834


m.depth 47050

R2-SE-6-10-b Do- -do- above 5 M and upto 9 M depth - do- -do- m.depth 67830R2-SE-6-10-c Do- -do- above 9 M and upto 11M depth -do- -do- m.depth 94947R2-SE-6-10-d Do- -do- above 11 M and upto 12 M depth -do -do- m.depth 130149R2-SE-6-10-e Do- -do- above 12 M and upto 14 M depth -do- -do- m.depth 170352

R2-SE-6-11

Constructing brick masonary scraper type manhole on sewer 2.4M x1.5M at bottom and 1.2M x 0.9M at top built in brick masonary inC.M. 1:3 -do- -do- as per item No. R2-SE-6-8 including C.I.Rectangular EHD air tight frame and cover ( weighing minimum900 kg ), safety chain and extra C.I. steps, depth upto 4.5M

No 335566

R2-SE-6-11-a Extra for above manhole per metre depth above 4.5M and upto 9Mdepth. m.depth 71930

R2-SE-6-11-b do- -do- 9 M to 11M depth m.depth 100672R2-SE-6-11-c do- -do- 11 M to 12M depth m.depth 137910R2-SE-6-11-d Do- -do- above 12 M and upto 14 M depth -do- -do- m.depth 179593

R2-SE-6-12

Constructing brick masonary scraper type manhole on sewer 2.4M x2.4M at bottom and 1.2M x 0.9M at top built in brick masonary inC.M. 1:3 -do- -do- as per item no. R2-SE-6-8 including C.I.Rectangular EHD airtight frame and cover weighing minimum 900kg, safety chain and extra C.I. steps, depth upto 4.5 M.

No 386962

R2-SE-6-12-a Extra for above manhole above 4.5M to 9M depth m.depth 84820R2-SE-6-12-b -do- -do- 9 M to 11 M depth m.depth 117848R2-SE-6-12-c -do- -do- 11 M to 12 M depth m.depth 159733R2-SE-6-12-d Do- -do- above 12 M and upto 14 M depth -do- -do- m.depth 207317

R2-SE-6-13

Constructing brick masonary scraper type manhole on sewer 3M x2M at bottom and 1.2M x 0.9M at top built in brick masonary inC.M. 1:3 -do- -do- as per item no. R2-SE-6-8 including C.I.Rectangular EHD aritight frame and cover weighing minimum 900kg safety chain and extra C.I steps, depth upto 4.5 M.

No 373794


R2-SE-6-14

Constructing brick masonary scraper type manhole on sewer 3M x3M at bottom and 1.2M x 0.9M at top built in brick masonary inC.M. 1:3 -do- -do- as per item no.R2-SE-6-10 including C.I.Rectangular EHD aritight frame and cover weighing minimum 900kg, safety chain extra C.I. steps depth upto 4.5 M.

No 427473



SE SCHEDULE 2018

Schedule Item No.


R2-SE-6-15

Constructing on sewer brick masonry conical manholes 1.2M dia. atbottom 0.56 M. dia. at top, built in brick masonry in cement mortar1:3, plastered both inside and outside with 20 mm thick cementmortar 1:2 and neat cement rendering so as to give a smoothsurface, including 300 mm thick M.15 cement concrete infoundation and in haunches and channels finished smooth with20mm thick cement plaster in cement mortar 1:1 and providingcopolymer steps staggered at 300 mm. c/c including 75mm widevata all round the external portion of the manhole and the foundationconcrete in cement mortar 1:1 and supporting the incoming pipeswith brick masonry wherever necessary including Steel FibreReinforced Concrete (SFRC) EHD circular frame and cover restingon 30 cm high cement concrete M.20 cap with necessary centeringetc. all complete as per standard specifications and directionsincluding finishing the cap with cement plaster on both sides 1:2 andneat cement rendering so as to give a smooth surface in line andlevel with the brick masonry surface and as per drawing in DyCh.E.(Sewerage) P&D's office without excavation depth upto 1.5M.(Depth of Manhole measured from top of manhole cover to Invert

No 35173

R2-SE-6-15-a Extra over above per metre depth above 1.5 M. and upto 2.3 M.depth -do- -do- m.depth 18654

R2-SE-6-15-b

Constructing on sewer brick masonry conical manhole 1.5 M. dia. atbottom and 0.56 M dia. at top including SFRC. EHD circular frameand cover and copolymer steps etc. complete as per description initem No.R2-SE-6-15 depth upto 2.3 M.

No 62533

R2-SE-6-15-cExtra for above manhole per metre depth above 2.3M and upto 5 Mincluding safety chain and extra copolymer steps on other side ofbenching-do-do-

m.depth 34099

R2-SE-6-15-d Do- -do- above 5 M & upto 9 M -do- -do- m.depth 48097R2-SE-6-15-e Do- -do- above 9.M & upto 11 M -do- -do- m.depth 67802R2-SE-6-15-f Do- -do- above 11M & upto 12 M -do- -do- m.depth 93521R2-SE-6-15-g Do- -do- above 12 M and upto 14 M depth -do- -do- m.depth 122713

R2-SE-6-16

Constructing on sewer brick masonary conical manhole 1.8M dia.at bottom 0.56M dia at top, including SFRC EHD circular frame andcover and copolymer steps etc. complete as per description in ItemNo.R2-SE-6-15 depth upto 2.9 M

No 90002

R2-SE-6-16-aExtra for above manhole per metre depth above 2.9M and upto 5 Mincluding safety chain and extra copolymer steps on other side ofbenching-do-do-

m.depth 39365

R2-SE-6-16-b Do- -do- above 5 M. and upto 9M -do- -do- m.depth 54724R2-SE-6-16-c Do- -do- above 9 M. and upto 11M -do- -do- m.depth 77319R2-SE-6-16-d Do- -do- above 11M and upto 12M -do- -do- m.depth 105651R2-SE-6-16-e Do- -do- above 12 M and upto 14 M depth -do- -do- m.depth 137556

R2-SE-6-17

Constructing on sewer brick masonary trapezoidal manhole 1.5M x0.9M at bottom and 0.9M x 0.45M at top, including SFRC. EHDairtight rectangular frame and cover and copolymer steps completeas per description in Item No.R2-SE-6-15 depth upto 1.2M

No 38961


R2-SE-6-18

Constructing on sewer brick masonary trapezoidal manhole 1.5M x1.2M at bottom and 0.9M x 0.6M at top, including SFRC. EHDrectangular frame and cover and copolymer steps complete as perdescription in Item No.R2-SE-6-15 depth upto 1.2M

No 43047



SE SCHEDULE 2018

Schedule Item No.


R2-SE-6-19

Constructing on sewer brick masonry trapezoidal manhole 1.8M x1.5 M at bottom and 1.2 M x 0.9M at top, including SFRC EHDrectangular frame and cover . complete as per description in ItemNo.R2-SE-6-15 depth 2.9 M

No 102027


m.depth 44019


R2-SE-6-20

Constructing brick masonary trapezoidal manhole on sewer 2.4M x1.5M at bottom and 0.9M x 0.6M at top built in brick masonary inC.M. 1:3 plastered both inside and outside with 20 mm thick cementplaster in C.M. 1:2 and neat cement rendering so as to give asmooth surface 300 mm thick M 15 cement concrete in foundationand in haunches and channels finished smooth with 20 mm cementplaster in C.M. 1:1 and providing SFRC steps (approximatelyweighing 5.4 kg each)staggered at 300mm c/c. including 75 mmwide vata all round the external portion of the manhole and thefoundation concrete in cement mortar 1:1 and supporting theincoming pipes with brick masonary wherever necessary including0.9m x 0.6M SFRC EHD rectangular frame and cover resting on300mm high cement concrete M15 cap with necessary centeringincluding cement plaster (1:2) on both sides neat cement renderingso as to give a smooth surface in line and level including safetychain and extra copolymer steps on other side benching complete asper standard specifications & directions and as per drawing inDy.Ch.E. (SP) P&D's office without excavation depth upto 4.5M

No 205745

R2-SE-6-20-a Extra per metre depth of the above manhole -do- -do- as per aboveitem -do- -do- from 4.5 to 9Mdepth. m.depth 71930

R2-SE-6-20-b Do- -do- above from 9M and upto 11M depth -do- -do- m.depth 100672R2-SE-6-20-c Do- -do- above from 11 M and upto 12 M depth -do -do- m.depth 137910R2-SE-6-20-d Do- -do- above 12 M and upto 14 M depth -do- -do- m.depth 179593

R2-SE-6-21

Constructing on sewer brick masonry scraper manhole 1.5M x 1.5M at bottom and 1.2 M x 0.9M at top, including SFRC EHDrectangular frame and cover and copolymer steps. complete as perdescription in Item No.R2-SE-6-15 depth 2.9 M

No 116759

R2-SE-6-21-1Extra for above manhole per metre depth above 2.9M and upto 5 Mincluding safety chain and extra copolymer steps on other side ofbenching-do-do-

m.depth 40863

R2-SE-6-21-2 Do- -do- above 5 M depth and upto 9 M depth -do- -do- m.depth 59228R2-SE-6-21-3 Do- -do- above 9M and upto 11M depth -do- -do- m.depth 83497R2-SE-6-21-4 Do- -do- above 11 M and upto 12 M depth -do -do- m.depth 115356R2-SE-6-21-5 Do- -do- above 12 M and upto 14 M depth -do- -do- m.depth 151870

R2-SE-6-22

Constructing on sewer brick masonry scraper manhole 1.8M x 1.5Mat bottom and 1.2M x 0.9M at top , including SFRC RectangularEHD frame and cover and copolymer steps. complete as perdescription in item No. R2-SE-6-15 depth upto 2.9M

No 126253

R2-SE-6-22-aExtra for above manhole per metre depth above 2.9M and upto 5 Mincluding safety chain and extra co-polymer steps on other side ofbenching-do-do-

m.depth 44019

R2-SE-6-22-b Do- -do- above 5 M and upto 9 M depth - do- -do- m.depth 63597R2-SE-6-22-c Do- -do- above 9 M and upto 11M depth -do- -do- m.depth 89292R2-SE-6-22-d Do- -do- above 11 M and upto 12 M depth -do -do- m.depth 122826


SE SCHEDULE 2018

Schedule Item No.


R2-SE-6-22-e Do- -do- above 12 M and upto 14 M depth -do- -do- m.depth 161111

R2-SE-6-23

Constructing on sewer brick masonry scraper manhole 1.8M x 1.8Mat bottom and 1.2M x 0.9M at top , including SFRC. RectangularEHD frame and cover and copolymer steps complete as perdescription in item No. R2-SE-6-15 depth upto 2.9M

No 134943


m.depth 47050

R2-SE-6-23-b Do- -do- above 5 M and upto 9 M depth - do- -do- m.depth 67830R2-SE-6-23-c Do- -do- above 9 M and upto 11M depth -do- -do- m.depth 94947R2-SE-6-23-d Do- -do- above 11 M and upto 12 M depth -do -do- m.depth 130149R2-SE-6-23-e Do- -do- above 12 M and upto 14 M depth -do- -do- m.depth 170352

R2-SE-6-24

Constructing brick masonary scraper type manhole on sewer 2.4M x1.5M at bottom 1.2M x 0.9M at top built in brick masonary in C.M.1:3 -do- -do- as per item No. R2-SE-6-8 including SFRC.Rectangular EHD frame and cover and copolymer steps, safetychain and extra steps, depth upto 4.5M

No 225119

R2-SE-6-24-a Extra for above manhole per metre depth above 4.5M and upto 9Mdepth. m.depth 71930

R2-SE-6-24-b -do- -do- 9 M to 11M depth m.depth 100672R2-SE-6-24-c -do- -do- 11 M to 12M depth m.depth 137910R2-SE-6-24-d Do- -do- above 12 M and upto 14 M depth -do- -do- m.depth 179593

R2-SE-6-25

Constructing brick masonary scraper type manhole on sewer 2.4M x2.4M at bottom and 1.2M x 0.9M at top built in brick masonary inC.M. 1:3 -do- -do- as per item no. R2-SE-6-17 including SFRCRectangular EHD frame and cover with copolymer steps, safetychain and extra steps, depth upto 4.5M.

No 274749


R2-SE-6-26

Constructing brick masonary scraper type manhole on sewer 3M x2M at bottom and 1.2M x 0.9M at top built in brick masonary inC.M. 1:3 -do- -do- as per item no. R2-SE-6-25 including SFRCRectangular EHD frame and cover with copolymer steps, safetychain and extra steps, depth upto 4.5 M.

No 263600


R2-SE-6-27

Constructing brick masonary scraper type manhole on sewer 3M x3M at bottom and 1.2M x 0.9M at top built in brick masonary inC.M. 1:3 -do- -do- as per item no.R2-SE-6-25 including SFRCRectangular EHD frame and coverwith copolymer steps, safetychain and extra steps, depth upto 4.5 M.

No 317279



SE SCHEDULE 2018

Schedule Item No.


VII. DROP ARRANGEMENT

R2-SE-7-1

Providing 150 mm dia stoneware pipes of SP2 class in vertical dropof 0.6M including 150 mm dia stone ware pipe fixed in brickmasonary of the manhole at required level & providing 150 mm diastone ware right angled bend, 150 mm x 150 mm x 150 mm S.W.double tee junction including cutting, jointing & filleting as perdetailed specifications, encased in half brick thick masonary incement mortar (1:3) all round the pipes double tee, bend and extrabrick work below bend upto the foundation of the manhole andtapering portion of the manhole, plastering the exposed surfacesafter raking out the joints of the masonary to a depth of 20 mm inC.M. (1:2) 20 mm thick and neat cement rendering so as to give asmooth surface, including plugging the openings etc. complete asdirected and as per drawing in Dy.Ch.E.(S.P.) P&D's office.

No 4220

R2-SE-7-1-a Extra over above per additional metre depth -do- -do- as per aboveitem. m.depth 3234

R2-SE-7-2 Do- -do- 230 mm dia stone ware pipe of SP2 class in vertical dropupto 0.6M -do- -do- as per item R2-SE-7-1 No 7818


R2-SE-7-3 Do- -do- 300 mm dia stone ware pipe of SP2 class in vertical dropof 0-6m -do- -do- as per item R2-SE-7-1 No 18198


R2-SE-7-4

Providing 160 mm dia HDPE pipes of PE-80 grade and PN-6 classin vertical drop of 0.6m including 160mm dia HDPE pipes fixed inbrick masonary of the manhole at required level and providing160mm dia HDPE right angled bend, 160mmx160mmx160mmHDPE double tee junction including cutting and jointing as perdetailed specifications,encased in half brick thick masonary incement mortar (1:3) all round the pipes,double tee,bend and extrabrickwork below bend upto the foundation of the manhole andtapering portion of the manhole plastering,plastering the exposedsurfaces after raking out the joints of the masonary to a depth of20mm in CM(1:2) 20mm thick and neat cement rendering so as togive smooth surface,including plugging the openings etc completeas directed and asper drawing in Dy CE(SP)P&D's office

No 5862

R2-SE-7-4-a Extra over above per additional metre depth -do- -do- as per aboveitem m.depth 3409

R2-SE-7-5Do- -do- 200 mm dia HDPE pipes of PE-80 grade and PN-6 class invertical drop of 0.6M -do- -do- as in item No.R2-SE-7-4 No 9509




R2-SE-7-7Do- -do- 280 mm dia HDPE pipes of PE-80 grade and PN-6 class in vertical drop of 0.6M -do- -do- as in item No.R2-SE-7-4 No 18809

Extra over above per additional meter depth 7167Do-do -as per above itemR2-SE-7-7-a m.depth


SE SCHEDULE 2018

Schedule Item No.





Extra over above per additional meter depth 30545Do-do -as per above item m.depth











R2-SE-7-9-a


SE SCHEDULE 2018

Schedule Item No.


VIII. INSPECTION CHAMBER

R2-SE-8-1

Constructing brick masonary inspection chamber rectangular 0.9M x0.45M and0.6M deep on sewer with 230mm brick walls in cementmortar 1:3 plastered both inside & outside with 20 mm thickcement mortar 1:2 and neat cement rendering so as to give asmooth surface including 230mm cement concrete bedding (M 15)and cement concrete (M 15) in haunches and channels finishedsmooth with 20 mm thick cement mortar( 1:1) and fixing C.I. extraheavy duty airtight rectangular frame & cover of size 0.9M x 0.45Mweighing minimum 225Kg. resting on 300 mm high c.c. cap M 20with (1:1) cement plaster on both the sides & necessary C.I. steps (weighing 5.4 kg each)staggered at 300mm c/c. including 75 mmwide vata all round the external portion of the chamber and thefoundation concrete in C.M. 1:1 etc. complete as per plan inDy.Ch.E.(SP)P&D's office( without excavation ) .

No 40697

R2-SE-8-1-a Extra over above for every additional metre depth upto 2.5M -do- -do-etc. complete as specified and directed. m.depth 13531

R2-SE-8-2

Constructing brick masonary inspection chamber rectangular 0.9M x0.6M and 0.6M deep -do- including M 20, 30 cm thick cap c.c.Bedding & including C.I. extra heavy duty air tight frame and coverweighing minimum 270kg complete as per description in item No.R2-SE-8-1 with necessary centering etc. all complete as per planand directed.

No 49457

R2-SE-8-2-a Extra over above for every additional metre depth upto 2.5M -do- -do- etc. complete as specified and directed. m.depth 15442

R2-SE-8-3

Constructing brick masonary inspection chamber rectangular 0.75Mx 0.75M and 0.6M deep -do- -do- as per description in item no R2-SE-8-1 including CI extra heavy duty air tight frame and coverweighing minimum 275 kg complete as per plan and directed

No 46928

R2-SE-8-3-a Extra over above for every additional metre depth upto 2.M -do- -do-with necessary centering etc. all complete as per direction. m.depth 15412

R2-SE-8-4

Constructing brick masonary inspection chamber rectangular 0.6M x0.6M and 0.6M deep -do- -do- etc. complete as per description initem no R2-SE-8-1 including CI extra heavy duty air tight frame andcover weighing minimum 200 kg complete as per plan and directed.

No 39418

R2-SE-8-4-a Extra over above for every additional metre depth upto 2.M -do- -do-with necessary centering etc. all complete as per direction. m depth 13456

R2-SE-8-5

Constructing brick masonary inspection chamber rectangular 0.9M x0.45M and0.6M deep on sewer with 230mm brick walls in cementmortar 1:3 plastered both inside & outside with 20 mm thickcement mortar 1:2 and neat cement rendering so as to give asmooth surface including 230mm cement concrete bedding (M 15)and cement concrete (M 15) in haunches and channels finishedsmooth with 20 mm thick cement mortar( 1:1) and fixing SFRCextra heavy dutyrectangular frame & cover of size 0.9M x 0.45M.resting on 300 mm high c.c. cap M 20 with (1:1) cement plaster onboth the sides & necessary co-polymer. steps staggered at 300mmc/c. including 75 mm wide vata all round the external portion of thechamber and the foundation concrete in C.M. 1:1 etc. complete asper plan in Dy.Ch.E.(SP)P&D's office( without excavation ) .

No 16604

R2-SE-8-5-a Extra over above for every additional metre depth upto 2.5M -do- -do- etc. complete as specified and directed. m.depth 12482


SE SCHEDULE 2018

Schedule Item No.


R2-SE-8-6

Constructing brick masonary inspection chamber rectangular 0.9M x0.6M and 0.6M deep -do- including M 20, 30 cm thick cap c.c.Bedding & including SFRC extra heavy duty frame and covercomplete as per description in item No. R2-SE-8-5 etc. all completeas specified and directed.

No 19654

R2-SE-8-6-a Extra over above for every additional metre depth upto 2.5M -do- -do-. m.depth 16173

R2-SE-8-7

Constructing brick masonary inspection chamber rectangular 0.75Mx 0.75M and 0.6M deep -do- -do- as per description in item no R2-SE-8-5 including SFRC extra heavy duty frame and cover completeas specified and directed.

No 35742


R2-SE-8-8

Constructing brick masonary inspection chamber rectangular 0.6M x0.6M and 0.6M deep -do- -do- etc. complete as per description initem no R2-SE-8-5 ncluding SFRC extra heavy duty frame and covercomplete as specified and directed.

No 30439



SE SCHEDULE 2018

Schedule Item No.


IX. VENT SHAFTS

R2-SE-9-1

Providing R.C.C. Spun vent shaft 7.3M in height embedded in M15cement concrete Including flue chamber etc. complete withoutexcavation.The height of the vent shaft to be measured from itsbottom upto the top as per the drawing and as specified and directed

No 52114

R2-SE-9-2C.I. Shoe bend 150 mm dia fixed complete including cutting throughmasonary, cornices etc. and making good the same includingpainting as directed.

No 1670

R2-SE-9-3 Collar for C.I.pipes 150mm.dia.fixed complete including painting. No 4885

R2-SE-9-4

Removing zinc galvanised sheet /cast iron vent shafts including allfittings and appliances and making good the masonary workincluding cornices painting and stacking the material whereverdirected etc.complete.

m 309

R2-SE-9-5 Removing and refixing -do-do-on the same site (for galvanisedsheet/cast iron vent shaft). m 682

R2-SE-9-5-a -do- -do- on different site in the same locality -do- -do- m 904

R2-SE-9-6

Brick masonary flue chamber for vent shaft 0.375M x 0.375M x 0.6Mdeep of 230 mm brick wall in C.M.1:3 and 20 mm cement and sandplaster on both sides in C.M. 1:2 finished smooth including 150 mmM15 cement concrete bedding and 150 mm thick reinforcementconcrete dhapas built complete including excavation etc. asspecified and directed

No 7273

R2-SE-9-7Removing & refixing of C.I. Vent shaft complete as directed includingtransporting to municipal stores anywhere in City/suburbs. No 4440

R2-SE-9-8Removing & refixing of R.C.C Vent shaft complete as directedincluding transporting to municipal stores anywhere in City/suburbs. No 16902

R2-SE-9-9 Removing CI vent shaft complete as directed including transportingto municipal stores/anywhere in City/Suburbs. No 2598

R2-SE-9-10 -Do-do-RCC vent shaft-do-do No 3439


SE SCHEDULE 2018

Schedule Item No.


X. IRON WORKSNOTEWastage in cutting will not be paid for. Only steel actually fixed inposition will be paid by linear measurement including hooks andbends. No payment will be made for binding wire, pins, chairs andlaps and/or welding. The contractors should note this while quotingthe rates. All iron work shall be free from rust, scale and the rateshall be inclusive of painting with 3 coats of approved make overone coat of primer to iron work.

R2-SE-10-1 Supplying and fixing C.I. Steps weighing 5.4 kg each whereverdirected. No 790

R2-SE-10-2

Supply and fixing orange colour foot rest of minumum 6mm thickplastic encapsulated on 12mm square steel bar having minimumcross section of 24mm square and overall minimum length of375mm and width of 150mm as per drawing etc complete asspecified and directed

No 385

R2-SE-10-3Supplying and fixing 0.56M dia C.I. Circular extra heavy duty (EHD)airtight frame and cover weighing minimum 230 kg fixed completeto manholes.

No 29935

R2-SE-10-4 -do- -do- 1.2M x 0.9M rectangular C.I. frame and cover. -do- -do-weighing minimum 900 kg -do- -do-with 2 nos of C.I. covers No 127497

R2-SE-10-5 -do- -do- 0.9M x 0.45M rectangular C.I. frame and cover. -do- -do-weighing minimum 225 kg.-do-do No 29782



R2-SE-10-8 -do- -do- 0.6M x 0.6M rectangular CI frame and cover. -do- -do-weighing minimum 200 kg.-do-do No 30239

R2-SE-10-9Supplying and fixing 0.56m dia circular extra heavy duty (EHD)SFRC frame and cover as per drawing fixed complete to manhole asspecified and directed

No 5194

R2-SE-10-10 -do-do- 1.2m x 0.9m rectangular SFRC frame and cover with 2 nos.of SFRC covers -do-do- No 21868

R2-SE-10-11 -do-do- 0.9m x 0.45m rectangular SFRC frame and cover -do-do- No 6989

R2-SE-10-12 -do- -do- 0.9M x 0.6M rectangular frame and cover. -do- -do- No 7875

R2-SE-10-13Mild steel in flat, round and square bar, angle tee including all boltswashers nuts and screws, fastenings, fittings etc. Including forming,brackets corners, treading etc. complete.

M.T. 64046

R2-SE-10-14 Providing 12mm thick M.S plate of required size over the trench andremoving after completion of work as directed by Engineer M.T. 67238


SE SCHEDULE 2018

Schedule Item No.


XI. DESILTING

R2-SE-11-1

Desilting functioning/non-functioning of sewers of any size andshape upto any depth by any means including pumping out liquidwaste or sewage,plugging, diverting the flow in the drain if necessaryand stacking the removed silt in the depots as directed within radiusof 300 meters including taking precautionary and safety measuressuch as test for gases spreading bleaching powder on the depot ofthe removed silt etc. complete or as directed(For payment purpose30% voids for silt would be deducted and for stone or boulders 40%would be deducted on the depot measurement).

cum 1525

R2-SE-11-2

Systematically cleaning /functioning/ non-functioning sewer of150mm dia to 230 mm dia sewer by passing ropes knots, bambookamti and disc. of required size as directed and specified includingsafety measures such as tests for gases, use of safety belts, dry cell, tourches, or lighting in manholes & drains as directed and specified -do- -do- as per item No. R2-SE-11-1

m 77

R2-SE-11-3

Systematically cleaning /functioning/ non-functioning sewer of300mm dia to 600 mm dia sewer by passing ropes knots, bamboo kamtiand disc. of required size as directed and specified including safetymeasures such as tests for gases, use of safety belts, dry cell,tourches, or lighting in manholes & drains as directed and specified -do- -do- as per item No. R2-SE-11-1

m 108

R2-SE-11-4

Systematically cleaning / functioning / non-functioning sewer of 700mm dia to 1200 mm dia sewer by passing ropes knots, bambookamti and disc. of required size as directed and specified includingtaking necessary precautionary safety measures such as tests forgases, use of safety belts, dry cell, tourches, for lighting in manholes& drains etc. complete including sprinkling bleaching powder on thesilt removed to avoid bad smell -do- -do- as per item No.R2-SE-11-1

m 314

R2-SE-11-5 -do- -do- 1400 mm dia to 1800 mm dia -do- -do- as per item no R2-SE-11-2 m 453

R2-SE-11-6 -do- -do- 2000 mm dia to 2400 mm dia -do- -do- as per item no R2-SE-11-2 m 708


SE SCHEDULE 2018

Schedule Item No.


XII. MISCELLANEOUS

R2-SE-12-1

Providing and applying solution of sodium silicate for digestion tankand/or wherever directed in 3 coats prepared from silicate of sodamixed with potable water in the proportion of 1:4 including sprayingcleaning the surface etc. all complete as directed.

sq.m 68

R2-SE-12-2

Providing and applying polyurea coating for digestion tank and/orwherever directed in 1.2mm thick as per manufacturersspecifications including necessary tools, surface preparation etc. allcomplete as specified and directed.

sq.m 2230

R2-SE-12-3 Providing strut holes with set stones in manholes Pair 1092

R2-SE-12-4 Providing and Fixing150 mm intercepting stoneware sewer trap laidcomplete No 1033

R2-SE-12-5 do-do-230 mm dia -do- -do- No 2579

R2-SE-12-6100 mm dia to 150 mm dia pipe hole cut into masonry of manhole ofsewer and the pipe stopped round with cement and sand filletings. No 258

R2-SE-12-7 230 mm to 300 mm dia -do- -do- No 407R2-SE-12-8 350 mm to 450 mm dia -do- -do- No 619R2-SE-12-9 500 mm to 600 mm dia -do- -do- No 777

R2-SE-12-10 Cutting down masonary work in lime or cement mortar plaster etc.complete cum 471

R2-SE-12-11Removing and cutting down completely R.C.C.slab, R.C.C. BeamsR.C.C. Columns etc. in any thickness and size and removing awaythe debris.

cum 1178

R2-SE-12-12

Providing and fixing shahabad ladi (0.7m x 0.7m x 75mm thick) overmanhole opening where frame and cover are not provided, includingfixing the same over brick masonary or concrete cap with C.M.(1:2)all round as directed etc. complete.

No 1103

R2-SE-12-13 Pumping out water from drainage trenches by 5 H.P. pump per shiftof 8 hours. Per shift 1995

R2-SE-12-14 -do--do- 10 H.P. -do- -do- Per shift 2394

R2-SE-12-15Extra for providing locking arrangement to C.I. EHD Circularmanhole frame and cover above the rate of providing and fixing C.I.EHD Circular manhole frame and cover.

No 1038

R2-SE-12-16 Providing and laying 100 mm dia stoneware pipes including jointing,filleting etc. complete. m 463

R2-SE-12-17

Constructing coffer dams of puddle bags of 30 litres each completelynew with clay/silt/impervious materials core including diversion offlow removing and pumping out water etc. complete to keep workingspace dry as specified and as directed.(This item includesmaintenance during the work in progress and removal of the sameafter completion of work.).

Bag. 121

R2-SE-12-18

Constructing coffer dams of puddle bags completely new withclay/silt/impervious materials core including diversion of flowremoving and pumping out water etc. complete to keep workingspace dry as specified and as directed.(This item includesmaintenance during the work in progress and removal of the sameafter completion of work.).

cum 2742

R2-SE-12-19

Breaking the pardi by any means, including safety measure,provided in the existing non-functioning sewer and removal of thedebris finishing the surface and cleaning etc. complete as directed. cum 1007


SE SCHEDULE 2018

Schedule Item No.


XIII. MICROTUNNELING AND PIPE JACKING

R2-SE-13-1

Excavate in tunnel by micro tunnel boring machine for installing 600mm diameter sleeve or carrier for sewer line or water main to correct grade and alignment using slurry or mixed shields in any type of strata including marshy land, soft clay, murum, soft/hard rock and/ or boulders of any strength and hardness, dewatering, etc. but excluding muck disposal from shaft site complete as per specifications and as directed by the Engineer.

m 87678

R2-SE-13-1-a 800 mm dia -do- -do- m 93507R2-SE-13-1-b 1000mm dia -do- -do- m 109556R2-SE-13-1-c 1200 mm dia -do- -do- m 132199R2-SE-13-1-d 1400 mm dia -do- -do- m 152412R2-SE-13-1-e 1600 mm dia -do- -do- m 179939R2-SE-13-1-f 1800 mm dia -do- -do- m 188622R2-SE-13-1-g 2000 mm dia -do- -do- m 197304R2-SE-13-1-h 2200 mm dia -do- -do- m 204511R2-SE-13-1-i 2400 mm dia -do- -do- m 210904

R2-SE-13-2

Approved 600mm diameter reinforced concrete pipe conforming tojacking pipe standards like JSWAS A-6, ASTM C-76 SS 183 or AS1342 but not less than NP4 class under IS 458; supplied, jointed andinstalled to correct line and grade by pipe jacking works etc.complete as per specifications and as directed by the Engineer

m 38142

R2-SE-13-2-a 800 mm dia -do- -do- m 40577R2-SE-13-2-b 1000mm dia -do- -do- m 43449R2-SE-13-2-c 1200 mm dia -do- -do- m 46641R2-SE-13-2-d 1400 mm dia -do- -do- m 49866R2-SE-13-2-e 1600 mm dia -do- -do- m 56049R2-SE-13-2-f 1800 mm dia -do- -do- m 61513R2-SE-13-2-g 2000 mm dia -do- -do- m 67337R2-SE-13-2-h 2200 mm dia -do- -do- m 75903R2-SE-13-2-i 2400 mm dia -do- -do- m 86698

R2-SE-13-3

Excavation to form horizontal bore manually for installing 1200mm(ID) RCC sewer line by pipe jacking method for maximum drive length of 30 m, to correct grade and alignment in any type of strata including marshy land, soft clay, murum, rock and/ or boulders of any strength and hardness. Item includes dewatering, safety arrangements, ventilation in bore etc. but excluding muck disposal from shaft site complete as per specifications and as directed by the Engineer.

m 66582

R2-SE-13-3-a 1400 mm dia -do- -do- m 89743R2-SE-13-3-b 1600 mm dia -do- -do- m 117322R2-SE-13-3-c 1800 mm dia -do- -do- m 137051R2-SE-13-3-d 2000 mm dia -do- -do- m 154163R2-SE-13-3-e 2200 mm dia -do- -do- m 172021R2-SE-13-3-f 2400 mm dia -do- -do- m 190222

R2-SE-13-4

Approved 1200 mm diameter mild steel (M.S) pipe (16mmthickness) sleeveconforming to jacking pipe as per IS3589/ASTM/BS ; supplied, jointed and installed to correct line andgrade by pipe jacking for providing sewer by trenchless technologyetc. complete as per specifications and as directed by the Engineer

m 65056

R2-SE-13-4-a 1400 mm dia (20mm thickness) -do- -do- m 82109R2-SE-13-4-b 1500 mm dia (22mm thickness) -do- -do- 88234R2-SE-13-4-c 1600 mm dia (22 mm thickness)-do- -do- m 94358R2-SE-13-4-d 1700 mm dia (22 mm thickness)-do- -do- 98070


SE SCHEDULE 2018

Schedule Item No.


R2-SE-13-4-e 1800 mm dia (22 mm thickness)-do- -do- m 101783

R2-SE-13-5Grouting in annular spaces for between carrier and casing pipe with cement mortar (1:3) including necessary additive,equipment etc complete as per specification and as directed by Engineer

cum 6938


SE SCHEDULE 2018

Schedule Item No.


XIV HORIZONTAL DIRECTIONAL DRILLING AND PIPEINSTALLATION

R2-SE-14-1

Providing, Laying and Jointing of 280mm dia (OD) HDPE pipe (PN 6Class-PE 80 grade: IS 14333) to correct grade and alingnment from3m upto 5m depth including boring, Pilot inclined dilling fromexisitng ground level upto required depth (invert level) on rig side ofproposed gravity sewer line (i.e. entry side) and Final inclined boringfrom exisitng ground level upto required depth (invert level) orvicecversa on pipe side (i.e. exit side) of proposed gravity sewer lineusing Horizontal Directional Drilling method in any type of groundincluding soft soil, mixed ground and soft/hard rock. Length ofgravity sewer line between inner faces of two consecutive proposedmanholes will be considered for measurement.

m 48431

R2-SE-14-1-a 315 mm dia -do- -do- m 49128R2-SE-14-1-b 355mm dia -do- -do- m 58606R2-SE-14-1-c 400 mm dia -do- -do- m 59875R2-SE-14-1-d 450 mm dia -do- -do- m 61539R2-SE-14-1-e 500 mm dia -do- -do- m 76062R2-SE-14-1-f 560 mm dia -do- -do- m 78301R2-SE-14-1-g 630 mm dia -do- -do- m 81230

R2-SE-14-2

Providing, Laying and Jointing of 710mm dia (OD) HDPE pipe (PN 6Class-PE 100 grade: IS 14333) to correct grade and alingnmentfrom 3m upto 5m depth including boring, Pilot inclined dilling fromexisitng ground level upto required depth (invert level) on rig side ofproposed gravity sewer line (i.e. entry side) and Final inclined boringfrom exisitng ground level upto required depth (invert level) orvicecversa on pipe side (i.e. exit side) of proposed gravity sewer lineusing Horizontal Directional Drilling method in any type of groundincluding soft soil, mixed ground and soft/hard rock. Length ofgravity sewer line between inner faces of two consecutive proposedmanholes will be considered for measurement.

m 104850

R2-SE-14-2-a 800mm dia -do- -do- m 106380R2-SE-14-2-b 900mm dia -do- -do- m 119140R2-SE-14-2-c 1000mm dia -do- -do- m 123656

R2-SE-14-3

Providing, Laying and Jointing of 280mm dia (OD) HDPE pipe (PN 6Class-PE 80 grade: IS 14333) to correct grade and alingnmentabove 5m upto 8m depth including boring, Pilot inclined dilling fromexisitng ground level upto required depth (invert level) on rig side ofproposed gravity sewer line (i.e. entry side) and Final inclined boringfrom exisitng ground level upto required depth (invert level) orvicecversa on pipe side (i.e. exit side) of proposed gravity sewer lineusing Horizontal Directional Drilling method in any type of groundincluding soft soil, mixed ground and soft/hard rock. Length ofgravity sewer line between inner faces of two consecutive proposedmanholes will be considered for measurement.

m 52591

R2-SE-14-3-a 315 mm dia -do- -do- m 53288R2-SE-14-3-b 355mm dia -do- -do- m 63377R2-SE-14-3-c 400 mm dia -do- -do- m 64646R2-SE-14-3-d 450 mm dia -do- -do- m 66311R2-SE-14-3-e 500 mm dia -do- -do- m 81751R2-SE-14-3-f 560 mm dia -do- -do- m 83990R2-SE-14-3-g 630 mm dia -do- -do- m 86919


SE SCHEDULE 2018

Schedule Item No.


R2-SE-14-4

Providing, Laying and Jointing of 710mm dia (OD) HDPE pipe (PN 6Class-PE 100 grade: IS 14333) to correct grade and alingnmentabove 5m upto 8m depth including boring, Pilot inclined dilling fromexisitng ground level upto required depth (invert level) on rig side ofproposed gravity sewer line (i.e. entry side) and Final inclined boringfrom exisitng ground level upto required depth (invert level) orvicecversa on pipe side (i.e. exit side) of proposed gravity sewer lineusing Horizontal Directional Drilling method in any type of groundincluding soft soil, mixed ground and soft/hard rock. Length ofgravity sewer line between inner faces of two consecutive proposedmanholes will be considered for measurement.

m 113597

R2-SE-14-4-a 800mm dia -do- -do- m 115127R2-SE-14-4-b 900mm dia -do- -do- m 120147R2-SE-14-4-c 1000mm dia -do- -do- m 124662

XIV HORIZONTAL DIRECTIONAL DRILLING AND PIPEINSTALLATION FOR STREET CONNECTIONS

R2-SE-14-5

Providing, Laying and Jointing of 160mm dia (OD) HDPE pipe (PN 6Class-PE 80 grade: IS 14333) to correct grade and alingnment upto2.1m depth including boring, Pilot inclined dilling from exisitngground level upto required depth (invert level) on rig side ofproposed gravity sewer line (i.e. entry side) using HorizontalDirectional Drilling method in any type of ground including soft soil,mixed ground and soft/hard rock. Length of gravity sewer line i.e.actual pipe laid will be considered for measurement.

m 33362

R2-SE-14-5-a 200 mm dia -do- -do- m 33863


se schedule 2018

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