WIDENING STRENGTHENING OF POKHARAN ROAD NO. 1 …...ground in embankment and 0,3m below the...

Sr. No.

Description of work Quantity Unit Rate Amount

Part‐A : Road Works1 Reconnaissance survey including study of survey sheets, maps etc. for

alignment including three dimensional of apexes,chain and compass or crossstaff survey,fixing pegs, fixing apex stones of size 0.15 x 0.15 x 0.60 cm in 1:2:4cement concrete at every apex point and 200 m. and preparation of alignmentplan with all types of compliance, if required from department etc. complete.

2.50 Km 8711.50 21778.75

2 Dismantling carefully the existing structure of stone masonry in cement or limemortar, including sorting out serviceable materials and stacking the dismantledmaterials within 50 m lead neatly as directed etc.complete. Spec. As directed byEngineer‐in‐charge.

1440.00 Cum 92.10 132624.00

3 Dismantling carefully the existing plain concrete, including stacking thematerials neatly within 50 m lead as directed etc.complete. Spec. As directedby Engineer‐in‐charge.

1693.00 Cum 310.58 525811.94

4 Dismantling R.C.C. concrete work, including breaking concrete bychiselling,wedging etc.including cutting the reinforcement, stacking theserviceable materials and the debris separately upto a distance of 50 m orspreading the debris as directed etc.complete. Spec. As directed by Engineer‐in‐charge.

3348.00 Cum 400.54 1341007.92

5 Dismantling of flexible pavements and disposal of dismantled materials upto alead of 1000 metres, stacking serviceable and unserviceable materialsseparately by Mechanical means ‐ Bituminous course

2500.00 Cum 155.29 388225.00

NAME OF WORK : WIDENING & STRENGTHENING OF POKHARAN ROAD NO. 1 FROM CADBURY JUNCTION TO UPVAN LAKE IN VARTAKNAGAR Road Name :‐ Pokhran ROAD NO.1 ( ROW = 40m )

Schedule 'B'

169

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6 Breaking and removing the existing cement concrete pavement to full width,depth including lean concrete, cutting dowel bars, breaking the removedcement concrete slab pieces into 50 to 80 mm size, spreading the layer,watering and consolidation with power roller etc.complete. Spec.As directed byEngineer‐in‐charge.

900.00 Cum 424.10 381690.00

7 Dismantlimg cement tiles or marble or Polished shahabad floor or Dado orPaver Blocks without bed concrete including stacking the materials asdirected with all the lifts and initial lead of 50mt. etc., complete. Spec. No. :BdW.‐8 Page No. 587

7584.00 Sqm 21.42 162449.28

8 Dismantling Iron pipe railing having wooden R.C.C or Cement concrete or iron posts and stacking the materials as directed etc., complete. Spec. No.: BdW.‐8 Page No. 587

2100.00 Rmt 5.35 11235.00

9 Cutting down trees including trunks & branches and stacking the materialsneatly with in a lead of 50m as directed including removing roots 0,3m belowground in embankment and 0,3m below the formation level in cutting andapplying coal tar to the trunks of the tree etc.complete.

a) with girths above 30cm. To 60 cm. 250 No. 488.36 122090.00

b) with girth of 60 to 90cm. 135 No. 598.67 80820.45

c) with girth of 90 to 180cm. 44 No. 766.82 33740.08

170

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10 Clearing and grubbing road land including uprooting rank vegitation, grass,bushes, shrubs,sapling and trees of girth upto 300mm, removal of stumps oftrees cut earlier and disposal of unservicealable material and stacking ofserviceable material to be used or auctioned,up to a lead 100 meters includingremoval and disposal top organic soil Not exceeding 150 mm in thickness.( Bymechanical means in area of light jungle )

3.72 Ha 17536.54 65235.93

11 Providing and fixing PVC/FRP barricades of avg height 1.20m water fillaslebarricade on rent basis as per direction of engineer in charge …etc complete. 162000

Rmt per day

19.57 3170340.00

12 Providing /printing/fixing flax in four colour in wooden frame as directed byengineer in charge etc complete

18.00 Sqm 624.08 11233.44

13 Excavation for roadway in hard strata such as soft rock including dressingsection to the required grade ,camber and side slope and conveying theexcavated materials with all lifts upto a lead of 50m.and spreading forembankment or stacking, disposing as directed.Spec.no.Rd.2 Pg no.180

50.00 Cum 302.02 15101.00

14 Excavation for roadway in soft strata such as earth, soilsof all sorts with all liftsupto a lead of 50m.and spreading for embankment or stacking, disposing asdirected.Spec.no.Rd.2 Pg no.180

23231.00 Cum 110.31 2562611.61

15 Dewatering using 5 to 9 H.P. pumps for all drain C.D. and road constructionwork including diversion of stream, providing coffer dam bund etc. as directedetc. complete

820 Hrs 76.03 62344.60

16 Transportation of excavated material including loading and unloading etc.complete.

171

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a) Lead upto 1 Km 6334.40 Cum 132.29 837977.78

b) lead up to 3 km 9501.60 Cum 169.20 1607670.72

c) lead up to 5 km 9501.60 Cum 204.04 1938706.46

e) lead up to 10 km 6334.40 Cum 286.77 1816515.89

17 Compacting the subgrade (200 mm Loose) with Vibratory roller includingartificial watering etc. complete.

61174 Sqm 17.12 1047298.88

18 Providing earth work in embankment with approved materials obtained fromprivate land including all lifts and 50 m lead, laying in layers of 20 to 30cmthickness, breaking clods, dressing to the required lines, curves, grade &section, watering and compaction to 95% of standard proctor density withvibratory roller etc.complete .Spec. No. : Rd.13 Pg. No. 194

6944.00 Cum 372.12 2584001.28

19 Providing and laying wedge shear element layer (WSEL) 15 cm to 23 cm trapstone and filing void with kapchi/metal, supplying stone grit includingspreading kapchi & stone grit compacting with vibratory roller including lead,royalti , cess and insurance, etc., complete. Spec. No. : As directed byEngineer‐ in‐ charge.

36391.00 Cum 1172.82 42680092.62

172

Sr. No.


20 Providing and laying,spreading and compacting graded stone aggregate odspecified sizes to water Bound Macadam specifications, including spreading inuniform thickness, hand packing rolling with 3 wheeled steel/ vibratory roller 8 ‐10 tonnes in stages to proper grade and camber, applying and broomingrequisite type of screening, binding material to fill up the interstics of coarseaggregates, watering and compacting to the required density making necessaryearthen bund to protect edges, including lighting,guarding,barricating andmaintenance of diversion with etc.complete.as per MORT&H speci.Cl 4threvision 404.Grade‐II

11455.00 Cum 1661.72 19035002.60

21 Providing and laying in situ Dry Lean Concrete sub ‐ base of trap metal ofspecified gradation using mixing as per approved design mix, compacting withvibratory roller of minimum 80‐100 KN static weight to give desired compacteddensity,providing constructions joints and curing with liquid curing compoundand sprinkling water and covering with moist hessain or ponding of water for 7days including all materials, labour,machinary with all leads and lifts,bailing outwater manually and formwork etc. complete.

11455.00 Cum 4494.90 51489079.50

173

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22 Providing and laying Pavement Quality Concrete of M 40 grade 9 cast in situ) oftrap metal including providing 125 micron thick impermeable plastic sheetmembrane over the surface to be covered, coarse and fine aggregates ofspecified gradation using minimum cement content 350 kg/cum., approvedadmixture, mixing as per the design mix to the specified workability, providingnecessary side farms, railsand guidewires, transporting the mix with transitmixers and laying and sreading within fixed form by mechanical auger andcompacting with plate vibrator and minimum ten needle vibrators, curing withapproved resin based aluminised reflective curing compound and covering withmoist hessian or ponding and sprinkling of water for a minimum period of 14days and including providing and fixing dowels, tie bars, cutting joints, joint‐filler, sealants and all types of joints and finishing to the desired surface textureincluding all material, labour, machinery with all leads and lifts etc. complete.(without flyash)

19117.00 Cum 6595.42 126084644.14

23 P/L insitu cement concrete 1:5:10 of trap metal for foundation & beddingincluding bailing out water manually, formwork, compaction & curing etc.complete.

1912 Cum 3481.75 6656061.48

24 P/L bituminous tack coat of 60/70 grade on water bound macadam surface, bymanual / mechanical sprayer incl. supplying all materials preparing existingsurface heating bitumen & applying bitumen @ 100 kg per 100 sq.m on thesurface etc. complete.

2073 Sqm 54.90 113807.70

25 P/L Bituminous tack coat of 60/70 grade on B.T. surface, by manual /mechanical sprayer incl. supplying all materials preparing existing surfaceheating bitumen & applying bitumen @ 50 kg per 100 sq.m on the surface etc.complete.

4305.00 Sqm 29.05 125060.25

174

Sr. No.


26 P/L hotmix hotlaid Bituminous macadam 50/75 mm average thickness with3.4% bitumen by wt. of total mix for leveling course to remove irregularities /base course including diversion of traffic supply of all materials heating bitumen60‐70 by Vibratory Roller etc complete

322.87 Cum 5461.69 1763415.85

27 P/L hot premix Bituminous Concrete with 5.50 % of 30/40 grade bitumencontent by weight of mix surface coat to compacted to required thickness usingnew material to the required grade, level and camber rolling with power rollers,vibratory roller/pnumatic roller & sensor paver etc complt. as specified and asdirected with addition of lime filler 2% and antistripping agent at 0.1% by wt. ofbitumen etc. (as per new road specification clause No. 364).

192.67 Cum 8378.94 1614370.37

28 Providing and casting in situ cement concrete M‐30( RMC) of trap metal forR.C.C work like raft,grillage,strip,foundations and footing of R.C.C Columns anssteel stanchions , including bailing out water manually, centering , formwork,compacting , finishing and curing etc. complete.(Excluding steel reinforcement)Spec. No. : BdF‐3 Page No. 298

2380.50 Cum 5990.36 14260051.98

29 Providing and laying in situ cement concrete road pavement of M‐25 grade(RMC), including supplying all materials,providing steel form work, compactionby plate vibrator,providing joints at every thirty meters internal and filling thejoints with bitumen,curing etc complete. ( Newly laid concrete shall be coveredby gunny bag/tarpaulin etc. for curing period complete. Spec.As directed byEngineer‐in‐charge.

2148.80 Cum 5862.91 12598221.01

30 Providing dry trap rubble stone pitching 23cm thick as directed etc. complete.Spec.No.Rd.73/Page No.‐246.

1716.00 Sqm 177.80 305104.80

175

Sr. No.


31 Providing and laying cement concrete pipe of IS 458‐1988 NP3 class pipes of450 mm dia.2 nos for utility service duct @ 200m c/c crossing the road inproper line level & slope including providing fixing collars in cement mortar 1:2etc. complete, including excavation,foundation bedding for pipe ,encasing forpipe with M‐20 Cement concrete, etc.complete.Spec.NO.CD‐7, P‐162

1716.00 Rmt 10275.00 17631900.00

32 Providing and constructing RCC M‐30 grade chamber of inner size 1400 mm x1000 mm and 1400 mm in depth for utility service duct @ 100m c/c including20 cm thick rubble soling, M‐15 grade cement concrete foundation bedding ,RCC M‐30 grade for chamber raft, side wall, centering ,formwork,vibrating &compaction,curing etc. complete ( RMC) As directed by Engineer in charge.

26.00 No 20331.60 528621.60

33 Providing and laying of hot applied thermoplastic compound 2.5mm thickyellow / white including reflectorising glass beads @250gms per sqmarea,thickness of 2.5mm is exclusive of surface applied glass beads as perIRC:35.The finished surface to be level,uniform and free from streaks and holesetc.complete ( with 3 years guarantee )

21798.00 Rmt 101.73 2217510.54

34 Providing & Painting Zebra painting of pedestrian crossing on the carriagewaywith approved road marking paint in two coats etc. complete.( over 10cm widepatta)

270.00 Sqm 117.80 31806.00

176

Sr. No.


35 Providing & fixing of retro reflectorised 900mm cautionary sign boards madeout of retro reflective sheeting of high intensity prismatic grade confirming toIRC - 67 : 2012 and Type- IVstandards of ASTM D4956-09 specifications, fixed over 4mm thick ACP sheet supported with back support frame of 25 x 25 x 3mmmild steel angle has approved, supported on a mild steel angle iron post 75mm x75mm x 6mm - 3.5 m height, firmly fixed to the ground by means of properlydesigned foundation with M20 grade cement concrete 45cm x 45cm x 60cm,60cm below ground level as per approved drawing. 7 years warranty for RetroReflective Sheeting from the original sheeting manufacturer & the certified copyof three years outdoor exposure report from an independent test lab for theproduct offered shall be submitted by the contractor. (Bottom of board shall beat least 2.6mtr. above ground level)

14 No. 5150.43 72106.02

36 Providing & fixing of retro reflectorised 600 X 800mm Facility sign boardsmadeout of retro reflective sheeting of high intensity prismatic grade confirming toIRC ‐ 67 : 2012 and Type‐ IV standards of ASTM D4956‐09 specifications, fixedover 4mm thick ACP sheet supported with back support frame of 25 x 25 x 3mm mild steel angle has approved, supported on a mild steel angle iron post 75mmx 75mm x 6mm ‐ 3.5 m height, firmly fixed to the ground by means of properlydesigned foundation with M20 grade cement concrete 45cm x 45cm x 60cm,60cm below ground level as per approved drawing. 7 years warranty for RetroReflective Sheeting from the original sheeting manufacturer & the certifiedcopy of three years outdoor exposure report from an independent test lab forthe product offered shall be submitted by the contractor. (Bottom of boardshall be at least 2.6mtr. above ground level)

14 No. 5845.50 81837.00

177

Sr. No.


37 Providing & fixing of retro reflectorised 600mm mandatory sign boards madeout of retro reflective sheeting of high intensity prismatic grade confirming toIRC ‐ 67 : 2012 and Type‐ IV standards of ASTM D4956‐09 specifications, fixedover 4mm thick ACP sheet supported with back support frame of 25 x 25 x 3mm mild steel angle has approved, supported on a mild steel angle iron post 75mmx 75mm x 6mm ‐ 3.5 m height, firmly fixed to the ground by means of properlydesigned foundation with M20 grade cement concrete 45cm x 45cm x 60cm,60cm below ground level as per approved drawing. 7 years warranty for RetroReflective Sheeting from the original sheeting manufacturer & the certifiedcopy of three years outdoor exposure report from an independent test lab forthe product offered shall be submitted by the contractor. (Bottom of boardshall be at least 2.6mtr. above ground level)

14 No. 4589.23 64249.22

38 Providing necessary personnel's to control traffic including requiredinstruments and necessary liaison with traffic police during total period ofexecution of project.

1080.00 No. 316.20 341496.00

39 Raising or lowering Circular manhole cover to the required level upto 20 cmincluding all material, formwork etc. with 16 cm tk cement concrete M‐15(1:2:4) c.c. coping under frame and cover of manhole, incl curing etc. completeas specified and as directed

50.00 No. 958.49 47924.50

40 Raising or lowering Rectangular manhole cover to the required level upto 30cm including all material, formwork etc. with 16 cm tk cement concrete M‐15(1:2:4) c.c. coping under frame and cover of manhole, incl curing etc. completeas specified and as directed

110.00 No. 2012.93 221422.30

178

Sr. No.


41 Excavation for foundation in earth, soils of all types,sand gravel includingshoring and strutting as necessary and disposing off excavated stuff excludingdewatering if separately provided as directed etc.complete.( for depth upto1.5m)Spec.no.BR‐3 Page No.102

28846.00 Cum 111.38 3212867.48

42 Excavation for foundation in hard murum including shoring and strutting asnecessary and disposing off excavated stuff excluding dewatering if separatelyprovided as directed etc.complete.( for depth upto 1.5m)Spec.no.BR‐3 PageNo.102

5409.00 Cum 128.52 695164.68

43 Excavation for foundation/pipe treches in ash muddy/ marshy/ slushy/soil incld.Use of poclain, labour for dewatering during execution incld. Removing theexcavated material upto a distance of 50 m & lifts as below, stacking &spreading as directed, etc complete.

1803.00 Cum 334.41 602941.23

44 Providing dry trap rubble soling 15 cm to 20 cm thick including hand packingand compacting etc complete. Spec.no.Bd.A‐12 / Page No‐264

3237.00 Cum 791.88 2563315.56

45 Providing and laying in situ cement concrete in proportion M15 of trap metalfor foundation & bedding including bailing out water manually, formwork,compaction & curing etc. complete. Spec. no.BdE‐1 page no.287

1619.00 Cum 4923.18 7970628.42

46 Providing and casting in situ cement concrete M‐30( RMC) of trap metal forR.C.C Paradi 75mm thick, including centering, formwork, compacting,roughening the surface if special finish is to be provided and curing etc.,complete. (Excluding Steel Reinforcement) Spec. No. : BdF‐9 Page No. 303

5733.00 Cum 8122.73 46567611.09

179

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47 Providing and casting in situ cement concrete M‐30( RMC) of trap metal forR.C.C Slabs and landings of all thickness as per detailed drawings and designs,including centering, formwork, compacting, roughening the surface if specialfinish is to be provided and curing etc. complete. ( Excluding SteelReinforcement)

2144.00 Cum 8551.13 18333622.72

48 Providing and cutting, bending, hooking, laying in position and tying TMT barsfor reinforcement as per detailed drawings for R.C.C.work.Spec.No.BR‐35 P‐134, BR‐49 P‐143 & MoRT& H‐1600

807.00 M.T 65783.48 53087268.36

49 Providing and laying weep holes of 100 mm diameter PVC pipes as per drawingfor abutment return walls etc.complete. Spec.‐As directed by Engineer‐in‐charge.

1007.00 Rmt 114.59 115392.13

50 Providing and fixing 0.90X0.90 (Frame Size‐1017m X 1017m). Double covercomposites Resin manhole frame with cover (for footpath), with top coat ofdecorative granite finish of approved color, confirming to relevant gradedesignation : LD‐2.5 as per IS: 1726:1991 with stainless steel wire rope lookingarrangement etc., complete, as specified & as directed. (inspection shall be asper guidelines of IS specifications)

779.00 No. 11445.00 8915655.00

51 Providing & fixing kerb stones M20 grade of size 30 cm to 40 cm long, 15cmwide, 38cm deep medium dressed in all exposed surfaces, set in cement mortar1:2 on a 15cm thick & 25cm wide M‐100 (1:3:6) C. C. bed including filling thejoints with 1:2 C. M. pointing, curing, painting, etc. complete.

7440.00 Rmt 631.90 4701336.00

52 P/F precast water table size 50 cm X30cm X 10cm including 100 mm thick PCCM‐10 grade, 150mm thick rubble soling etc. complete.

4960.00 Rmt 538.60 2671456.00

180

Sr. No.


53 Filling in Plinth and floors with contractor's murum in 15cm to 20cm layersincluding watering, compaction etc., complete.

1120.00 Cum 416.04 465964.80

54 Providing soling using 80mm size trap metal in layers of 15cm each includingfilling voids with sand, ramming ,watering etc complete. Spec.No.BdA‐12, PageNo.264

1147.00 Cum 969.42 1111924.74

55 Providing and laying in situ cement concrete in proportion M‐20 of trap metalfor foundation and bedding, including bailing out water manually, formwork,compacting and curing, etc. complete.

498.00 Cum 5268.17 2623548.66

56 Providing uncoarsed rubble masonry of trap stones in cement mortar 1:6 infoundation and plinth of inner wall, including bailing out water manually,skirting joints on unexposed faces and watering etc. complete. Spec.No.:BdH.‐1, Page No. 329

230.00 Cum 3099.43 712868.90

57 Providing second class Burnt Brick masonry with conventional/ I.S. type bricks incement mortar 1:6 in super structure including striking joints, racking out joints,watering and scaffolding etc.complete. Spec.No.Bdg‐5 PageNo.315

175.90 Cum 5221.00 918373.90

58 Providing and casting in situ cement concrete M‐20 of trap metal for coping toplinth or parapet, moulded or chamfered as per drawings or as directed byEngineer‐In‐charge., roughening the exposed faces if special finish is to beprovided and curing etc.complete.Spec No.BD E ‐3 Page No.288

43.40 Cum 5488.81 238214.35

59 Providing flush grooved pointing with cement mortar 1:3 to stone masonryincluding scaffolding and curing etc. complete. Spec. No.:BdL.‐15 PageNo.372

1020.00 Sqm 80.93 82548.60

181

Sr. No.


60 Providing sand face plaster externally in two coats using approved screenedsand in all positions including providing base coat of 15 mm thick in cementmortar 1:4 mixing approved water proofing compound at the rate of 1 kg per50 kg of cement and curing the same for not less than two days and keepingthe surface of base coat rough to receive the sand faced treatment of 8 mmthick in C.M.1:4 finishing the surface by taking out grains and curing forfourteen days including preparing the surface and scaffolding etc. complete.Spec.No.BdL.‐7, Page No.369

1647.00 Sqm 409.46 674380.62

61 Providing and applying two coat of " APEX" waterproof cement paint of approved manufacture and colour to the exposed superstructureconcrete surfaces including scaffolding, cleaning and preparing thesurface, watering for 2 days cost of material , machinery equipment ,labour etc. complete ( including primer coat). Spec.As directed byEngineer in charge.

2667.00 Sqm 114.40 305104.80

62 Providing and laying concrete pipe of I.S.NP2 class of 225mm dia.in propoerline,level and slope including, necessary collars, testing, excavation, laying,fixing with collars in cement mortar 1:1 and refilling the trench etc.complete.Spec.No.BdV.‐41 Page No.573

1482.40 Rmt 465.87 690605.69

63 Providing, laying and fixing PVC pipes of 75 mm dia. With necessary fittingsincluding necessary excavation refilling the trenches etc. complete.Spec.Asdirected by Engineer‐in‐charge.

4960.00 Rmt 498.01 2470129.60

64 Providing and constructing RCC M‐30 grade ( RMC) chamber of inner size 600mm x 450 mm and 800 mm in depth for water collection chamber @ 15m c/cincluding 20 cm thick rubble soling, M‐15 grade cement concrete foundationbedding , RCC M‐30 grade for chamber raft, side wall, centering,formwork,vibrating & compaction,curing, including FRP grating, etc. complete.As directed by Engineer in charge.

498.00 No. 9765.00 4862970.00

182

Sr. No.


65 Excavation for foundation in hard murum including shoring and strutting asnecessary and disposing off excavated stuff excluding dewatering if separatelyprovided as directed etc.complete.( for depth upto 1.5m)Spec.no.BR‐3 PageNo.102

1048.00 Cum 137.08 143659.84

66 Providing rubble filling of trap stones of approved quality in foundationincluding hand packing filling gravel of sand in the voids etc. complete.Spec.No.CD‐1, P‐159

56.00 Cum 502.29 28128.24

67 Providing and laying in situ cement concrete in proportion M15 of trap metalfor foundation & bedding including bailing out water manually, formwork,compaction & curing etc. complete. Spec. no.BdE‐1 page no.287

42.00 Cum 4023.15 168972.30

68 Providing and fixing pressure relief pipes of 100 mm diametre of PVC as perdrawing for R.C.C Raft, galaries etc complete. Spec. As directed by Engineer‐In‐Charge.

15.00 R.M. 104.94 1574.10

69 Providing and laying in situ M‐30 grade controlled reinforced cement concrete oftrap metal for raft slab including "V" haunches, formwork, scaffolding, compaction byvibrating, finishing curing etc. Complete.Using Batching plant,transit mixer andconcrete pump.( RMC) (Excluding reinforcement) Spec. No. BR‐5, Page No. 105 &MoRTH cl. 1500, 1700 & 2100

74.00 Cum 6491.60 480378.40

183

Sr. No.


70 Providing & laying in situ RCC M‐30 cement concrete of trap/granite/quartzite/ gneissmetal for cast in situ R.C.C.solid piers, column etc. including provision of "V" shapedfalse joints to form suitable panels on the faces to approve design with compacting byvibrating and curing complete, including form work centering including dewatering bymeans of pump and including bailing out water and curing etc. complete. (Excludingreinforcement) Using Batching plant,transit mixer and concrete pump.( RMC)Spec.No.BR‐27 page no.127 & MoRT&H Cl.1500,1700 & 2100

163.00 Cum 6171.37 1005933.31

71 Providing and laying in situ Using Batching plant,transit mixer and concretepump.( RMC) RCC M‐30 of trap metal for R.C.C.work in solid slab, T beam & slab/ Box girder and balanced cantilever, including centering, formwork,scaffolding, ramming, vibratiing finishing in cement plaster and curing etc.complete.( excluding reinforcement) Spec. No. BR ‐38 Page No.135, MoRT&H ‐1500,1600 & 1700

96.00 Cum 7135.27 684985.92

72 Providing and laying in situ RMC reinforcement cement concrete M‐30 gradeof trap/granite/quartzite/gneiss metal for R.C.C work in Anti Crash Barrier at0.40 cum per Rmt including centering, formwork, scaffolding, ramming,vibrating, finishing in cement plaster and curing etc. complete (excludingreinforcement).

20.00 Rmt 2854.10 57082.00

73 Providing and cutting, bending, hooking, laying in position and tying TMT barsfor reinforcement as per detailed drawings for R.C.C.work.Spec.No.BR‐35 P‐134, BR‐49 P‐143 & MoRT& H‐1600

38.00 MT 63287.52 2404925.76

184

Sr. No.


74 Providing and applying anticorrosive treatment for MS and TOR steelreinforcement as per cement polymer composite coating (CPCC) methoddeveloped by CECRI including cleaning the bar by means of any establishedmechanical or manual method for removing the rust and deletious matter,applying rapid setting primer and cement polymer sealing coat of approvedand licensed by CECRI including redoing the process if damaged occur duringhandling, stacking etc, complete as directed by the Engineer in charge. (Withprior approval of S.E. is essential) Spec. No. Asdirected by Engineer‐In‐Charge

38.00 MT 7897.54 300106.52

75 Providing and applying approved quality coal tar epoxy paint in three coats ofwell, pier abutment (all concrete surfaces, including cleaning surface,scaffolding etc. complete. Spec. No. As directed by Engineer‐in charge.

207.00 Sqm 321.30 66509.10

76 Providing , supplying and fixing Precast parabolic central divider of M‐20 gradeand applying 2 coats of flat oil paint etc. complete.

4400.00 Rmt 2439.30 10732920.00

77 Providing and laying cement concrete pipe of IS 458‐1988 NP3 class pipes of300 mm dia.in proper line level & slope including providing fixing collars incement mortar 1:2 etc. complete.Spec.NO.CD‐7, P‐162

2480.00 Rmt 1235.46 3063930.88

78 Providing and constructing RCC M‐30 grade chamber of inner size 600 mm x600 mm and 600 mm in depth for utility service duct @ 20m c/c including 20cm thick rubble soling, M‐15 grade cement concrete foundation bedding , RCCM‐30 grade for chamber raft, side wall, centering ,formwork,vibrating &compaction,curing etc. complete ( RMC) As directed by Engineer in charge.

166.00 No. 4004.50 664747.00

185

Sr. No.


79 Preparing Shrubbery :‐Excavating the ground to required depth of 30cmsremoving and conveying unwanted stuff to a required distance asdirected.Filling fresh garden soil & Manure in excavated area in 3:1 proportionto a height of 30cms.Mixing garden soil & manure thoroughlywell,levelling,watering on previous night.Planting well rooted shrubs 0.5 metersapart as directed and maintaining till well established by watering, weeding,stirring, replacing casualties etc.complete.

150.00 Sqm 588.00 88200.00

80 Preparing Edging or Border :‐ Excavating the ground to a required depth of20cms;in the required area;removing and conveying unwanted stuff, rubbish tothe required distance as directed.Filling the excavated part with fresh soil andmanure in 3:1 proportion to a required height to 20 cms. Mixing, levelling,watering the same.Planting unrooted cutting at distance of 15cms apartwatering and maintaining till well grown to the stage of prunning.

150.00 Sqm 437.00 65550.00

81 Preparing Lawn :‐ Excavating the ground to a required depth of30cms.removing & conveying unwanted stuff to a required distance as directed.Filling fresh garden soil & manure in 3:1 proportion to a height of 30cms.Mixinggarden soil and manure thoroughly, well, levelling, watering on previousnight.Planting required variety of lawn grass as directed and maintaining till wellestablished by watering,weeding,clipping,rolling etc.complete.

500.00 Sqm 622.00 311000.00

186

Sr. No.


82 Providing and laying in trenches Medium type 15mm dia of approvedGalvanised iron pipe having embossed at every meter the ISI mark and name ofmanufacture, having 21.32mm outer diameter and 1.27 kg/Rmt weight withscrewed sockets, joints and necessary galvanised iron fitting such as backnuts,elbows,bends,tees,reducers, enlargers, plugs, etc. including providing andapplying two coats of oil paint with one coat of primer and necessaryexcavation and backfilling complete including removing existing pipe ifnecessary & conveying & stacking in PWd chowky or as directed etc.complete.Spec No.Bd V‐5, Page No.551

2200.00 Rmt 212.04 466488.00

83 Providing and laying in trenches heavy type 50mm dia of approved Galvanisediron pipe having embossed at every meter the ISI mark and name ofmanufacture, having 60.30mm outer diameter and 6.329 kg/Rmt weight withscrewed sockets, joints and necessary galvanised iron fitting such as backnuts,elbows,bends,tees,reducers, enlargers, plugs, etc. including providing andapplying two coats of oil paint with one coat of primer and necessaryexcavation and backfilling complete including removing existing pipe ifnecessary & conveying & stacking in PWd chowky or as directed etc.complete.Spec No.Bd V‐5, Page No.551

100.00 Rmt 432.68 43268.00

84 Bus Shelters 16 No. 341250 5460000.00

187

Sr. No.


85 Providing,fabricating and fixing Stainless steel railing of 14 guage, 304 gradestainless steel having minimum nickel content of 10% ( laboratory testingmaterial shall be provided for used material ), 50mm dia.Pipe vertical membersand 32mm.dia.horizontal members, stainless steel sphere of 75 mm dia.affixedto the vertical member, steel cap of 50mm.dia.size placed below the sphere instepped design,base cap of 150mm.size,main support embedded to150mm.depth in masonry work and mild steel base plate of size150mm.x150mm.x4mm.thick with 4 nos.of foundation bolts including concretechair of 230mm x230mm x300mm. depth,including removal of surplusmaterial/debris and restoration of damaged portion of island etc.complete.asdirected.

300.00 Sqm 3766.00 1129800.00

PART A :

2 WATER SUPPLY WORKS :86 Providing and Supplying as per specifications of centrifugally cast (span) Ductile

Iron K‐9 Pressure Pipes (S & S) ISI marked for water conforming to IS8329/2000 with push on type EPDM 'ISI marked ' rubber gasket jointing as perIS 5382 specifications. 100 mm dia 76.00 Rmt 942.24 71610.24150 mm dia 736.00 Rmt 1391.52 1024158.72200 mm dia 1187.00 Rmt 1870.96 2220829.52250 mm dia 1215.00 Rmt 2395.12 2910070.80300 mm dia 690.00 Rmt 3039.92 2097544.80350 mm dia 0.00 Rmt 3820.96 0.00400mm dia 0.00 Rmt 4607.20 0.00450 mm dia 225.00 Rmt 5534.88 1245348.00500 mm dia 317.00 Rmt 6466.72 2049950.24600 mm dia 0.00 Rmt 8508.24 0.00700 mm dia 496.00 Rmt 10281.44 5099594.24

A + B + C + D + E + F + G :

188

Sr. No.


87 Supplying, lowering, laying and jointing DI specials of K‐12 class suitable for DIS/S pipes, with external zinc coating and internal Cement Mortar lining, cost ofall jointing materials, rubber rings including transportations, freight charges,loading S/S specials up to 300mm dia 2800.00 Kg 117.70 329560.00S/S specials more than 300mm dia 4200.00 Kg 143.00 600600.00

88 Providing , and supplying double flanged short body pattern type manuallyoperated Butterfly Valve having body, disc and end cover in graded cast iron toIS 210 Gr. CF 200 generally conforming in BS 5155, Synthetic rubber faced ringsecured on disc by retaining ring with stainless steel screw stub shaft ofstainless steel riding in teflon bearings excluding C. C. foundation/ structuralsteel support confirming to IS 13095‐1991,

100 mm dia 1.00 Nos 7720.96 7720.96150 mm dia 3.00 Nos 11381.76 34145.28200 mm dia 4.00 Nos 15169.44 60677.76250 mm dia 2.00 Nos 18959.20 37918.40300 mm dia 4.00 Nos 29997.76 119991.04350 mm dia 1.00 Nos 61011.60 61011.60400mm dia 1.00 Nos 65543.92 65543.92450 mm dia 1.00 Nos 75723.44 75723.44500 mm dia 1.00 Nos 83144.88 83144.88600 mm dia 1.00 Nos 102676.08 102676.08700 mm dia 1.00 Nos 166175.36 166175.36

189

Sr. No.


89 Providing and supplying Kinetic Double Orifice type Air Valves as per MJP’sstandard specifications combined with screw down isolating valve, small orificeelastic ball resting on a gun metal orifice nipple, large orifice vulcanite ballseating on moulded seat ring, inlet face and drilled, including all taxes (Centraland local), insurance, third party inspection charges, loading, unloading,transportation upto departmental stores / site, etc. complete.

50mm dia 2.00 Nos 12198.16 24396.3280mm dia 2.00 Nos 15916.16 31832.32100mm dia 1.00 Nos 21434.40 21434.40150 mm dia 0.00 Nos 40356.16 0.00200mm dia 0.00 Nos 58925.36 0.00

90 Supply of CI Mechanical joint Collars suitable for C.I. Spun pipes anddimentionaly described in Table‐13 of IS:13382/1992 complete with sealingrubber gasket of SBR (dementionally described in IS:12820/1989) with followergland and mild steel nut bolts c100 mm dia 1.00 Nos 874.64 874.64150 mm dia 6.00 Nos 1572.48 9434.88200 mm dia 10.00 Nos 1795.04 17950.40250 mm dia 10.00 Nos 2877.68 28776.80300 mm dia 6.00 Nos 3682.64 22095.84350 mm dia 0.00 Nos 4538.56 0.00400mm dia 0.00 Nos 7063.68 0.00450 mm dia 2.00 Nos 7931.04 15862.08500 mm dia 3.00 Nos 10838.88 32516.64600 mm dia 0.00 Nos 13520.00 0.00700 mm dia 4.00 Nos 17663.36 70653.44

190

Sr. No.


91 Providing and supplying ISI standerd M.S. specials of required thickness with 3coats of approved make epoxy paint ( Shalimar, Ciba or Mahindra & MahindraMake) from inside and outside including all taxes (Central and Local) octroiinspection charges tranDouble flanged specials 2000.00 Kg 74.98 149968.00Plain ended specials 3000.00 Kg 74.98 224952.00

92 Excavation for foundation / pipe trenches in earth, soils of all types, sand, graveland soft murum, including removing the excavated material upto a distance of50 metres and lifts as below, stacking and spreading as directed, manualdewatering, preparin

4154.35 Cum

147.40

612351.19

93 Excavation for foundation / pipe trenches in soft rock and old cement and limemasonry foundation asphalt road including removing the excavated materialupto a distance of 50 M beyond area and lifts as below, stacking as directed byEngineer‐in‐charges, n

2131.87 Cum

487.30

1038860.25

94 Excavation for foundation /pipe trenches in hard rock and concrete road bychiselling, wedging, line drilling, by mechanical means or by all means otherthan blasting including trimming and levelling the bed, removing the excavatedmaterial upto a distanc

1305.32 Cum

896.50

1170214.90

95 Refilling the trenches with available excavated stuff with soft materials firstover pipeline and then hard material in 15 cm layers with all leads and liftincluding consolidation, surcharging, etc. complete. Compaction should be atleast 95% of M.D.D. o

5314.07 Cum 66.00 350728.92

96 Disposal of excaveated stuff within 3 Km lead including all labours, loading andunloading and as directed by Engineer in charege.

2277.46 Cum249.77

568832.20

(MJP DSR‐2013‐2014, Sec‐C, Statement VI, Pg‐22)

191

Sr. No.


97 Dewatering the excavated trenches and pools of water in the building trenches/ pipeline trenches, well works by using pumps and other devices includingdisposing off water to safe distance as directed by Engineer‐in‐charge (includingcost of machinery, l5 BHP pump 2400.00 BHP Hr 66.00 158400.00

98 Providing and filling in sand boxing in pipeline or for foundation with sand ofapproved quality including watering compaction, initial lead upto 5.0 km. etc.complete.

937.54 Cum975.70

914757.78

(MJP DSR‐2013‐2014, Sec‐E‐21, Pg‐41)99 Cutting and chamfering of pipes of following dia including cost of all materials

and labour involved etc. complete as directed by Emgineer in charge (For allclass of pipes)100 mm dia 1 Nos 42.90 48.91150 mm dia 11 Nos 64.90 716.50200 mm dia 18 Nos 83.60 1488.50250 mm dia 18 Nos 119.90 2185.18300 mm dia 10 Nos 141.90 1468.67350 mm dia 0 Nos 144.10 0.00400mm dia 0 Nos 183.70 0.00450 mm dia 3 Nos 213.40 720.23500 mm dia 5 Nos 255.20 1213.48600 mm dia 0 Nos 311.30 0.00700 mm dia 7 Nos 366.30 2725.27(MJP DSR‐2013‐2014, Sec‐I‐XIII‐20a, Pg‐195)

100 Lowering, laying and jointing with SBR rubber gasket CI S/S pipes of variousclass with CI/ MS specials of following diameter in proper position, grade andalignment as directed by Engineer‐in‐Charge includiong conveyance of materialfrom store to site ofK‐9 class100 mm dia 76.00 Rmt 64.90 4932.40

192

Sr. No.


150 mm dia 736.00 Rmt 86.90 63958.40200 mm dia 1187.00 Rmt 114.40 135792.80250 mm dia 1215.00 Rmt 148.50 180427.50300 mm dia 690.00 Rmt 167.20 115368.00350 mm dia 0.00 Rmt 204.60 0.00400mm dia 0.00 Rmt 253.00 0.00450 mm dia 225.00 Rmt 267.30 60142.50500 mm dia 317.00 Rmt 308.00 97636.00600 mm dia 0.00 Rmt 410.30 0.00700 mm dia 496.00 Rmt 577.50 286440.00(MJP DSR‐2013‐2014, Sec‐I‐ I‐2a, Pg‐70)

101 Lowering, laying and jointing in position following C.I.D.F. reflux valves, butterflyvalves and sluice valves including cost of all labour, jointing material, includingnut bolts and giving satisfactory hydraulic testing, etc. complete.

100 mm dia 1.00 Nos 2069.10 2069.10150 mm dia 3.00 Nos 3252.70 9758.10200 mm dia 4.00 Nos 3383.60 13534.40250 mm dia 2.00 Nos 4408.80 8817.60300 mm dia 4.00 Nos 4573.80 18295.20350 mm dia 1.00 Nos 5636.40 5636.40400mm dia 1.00 Nos 6800.20 6800.20450 mm dia 1.00 Nos 8089.40 8089.40500 mm dia 1.00 Nos 8377.60 8377.60600 mm dia 1.00 Nos 8891.30 8891.30700 mm dia 1.00 Nos 9585.40 9585.40(MJP DSR‐2013‐2014, Sec‐I‐XIII‐4, Pg‐181)

102 Providing and laying in position cement concrete of specified grade excludingthe cost of centering and shuttering ‐ All work up to plinth level.

M15 for PCC 988.40 Cum 4955.50 4898016.20

193

Sr. No.


(MJP DSR‐2013‐2014, Sec‐G, Pg‐45)103 Providing and constructing BB masonry valve chamber with 15 cm thick 1:3:6

proportion PCC bedding excluding excavation, BB masonry in CM 1:5 proportion12mm thick cement plaster in CM 1:4 proportion on both sides and providingand fixing frame and cover i Valve chamber with precast steel fibrereinforced concrete (SFRC) frame and cover i1.2 X 1.2 M internal size and depth up to 1.5m 8.00 Nos 19686.70 157493.601.2 X 1.2 M internal size and depth up to 1.8m 8.00 Nos 21828.40 174627.201.5 X 1.5 m internal size and depth up to 2.4.m 4.00 Nos 34449.80 137799.20(MJP DSR‐2013‐2014, Sec‐XXI‐3, Pg‐311)

104 Providing and laying in situ Cement Concrete of trap / granite / quatzite / gneissmetal for RCC works in foundation like raft, grillage strip foundation and footingof RCC columns and steel stanchions including normal dewatering formworkcompaction, finiRCC M 200 grade 106.75 Cum 6086.30 649695.48(MJP DSR‐2013‐2014, Sec‐G‐2b, Pg‐46)

105Providing and fixing in position steel bar reinforcement of various diameters forRCC piles, caps, footing, foundations, \slabs, beams, columns, canopies, staircase, newels, chajjas, lintels, pardies coping, fins, arches, etc as per detaileddrawings and

8.38 MT 64686.60 542051.40

(MJP DSR‐2013‐2014, Sec‐G‐8b, Pg‐49)106 Supplying, laying and compacting 15 to 23cm trap stone rubble at road side for

soling metal including conveying and stacking etc. complete. 703.16 Cum 593.25 417146.70

(PWD DSR‐2013‐2014, It No. 12+17, Pg‐127to 128)

3 PART ‐ C : SEWERAGE WORKS :107 Excavation for foundation in earth soil..etc complete.

a) 0 to 1.5 6148.00 cum. 147.40 906215.20b) 1.5 to 3.0 6148.00 cum. 161.70 994131.60

PART ‐ B :

194

Sr. No.


108 Excavation for foundation in hard murum etc. complete.a) 0 to 1.5 3074.00 cum. 171.60 527498.40b) 1.5 to 3.0 6148.00 cum. 185.90 1142913.20b) 3.0 to 4.5 4637.50 cum. 200.20 928427.50

0.00

109 Excavation for foundation in hard murum,boulder & WB.M...etc complete.

a) 0 to 1.5 3074.00 cum. 192.50 591745.00b) 1.5 to 3.0 6148.00 cum. 206.80 1271406.40c) 3 to 4.50 3975.00 cum. 221.10 878872.50

0.00

110Excavation for foundation in soft rock &old cement,masonary,asphalt ..etc complete.a) 0 to 1.5 10759.00 cum. 487.30 5242860.70b) 1.5 to 3.0 4611.00 cum. 509.30 2348382.30c) 3 to 4.50 3975.00 cum. 531.30 2111917.50

111 Excavation for foundation in hard rock...etc complete.a) 0 to 1.5 0.00 cum. 896.50 0.00b) 1.5 to 3.0 0.00 cum. 918.50 0.00c) 3 to 4.50 7287.50 cum. 940.50 6853893.75

112 Refilling trenches by excavated materilas etc. complete. 62977.76 cum. 66.00 4156532.11

113 Timberinfg in trenches 15000.00 sq.m. 270.60 4059000.00

114 Sand fillimng 725.34 cum. 1608.80 1166926.99

115 Dewatering 7200.00 HP/hr 66.00 475200.00

116 Tranportation

195

Sr. No.


a)Carting away the excavated material for a lead 1 km 0.00 cum. 175.69 0.00b)Carting away the excavated material for a lead 3 km 0.00 cum. 227.06 0.00c)Carting away the excavated material for a lead beyond 5 km 1202.90 cum. 275.78 331735.76d)Carting away the excavated material for a lead beyond 10 km. 1804.34 cum. 391.77 706886.28

117 Providing RCC NP‐3 pipe …etc 300mm 4000.00 Rmt. 874.64 3498560.00450mm 1000.00 Rmt. 2063.36 2063360.00600 mm 800.00 Rmt. 3019.12 2415296.00

118 Lowering,laying jointing RCC NP‐3 pipe …etc

300mm 4000.00 Rmt. 129.80 519200.00450 mm 1000.00 Rmt. 203.50 203500.00600 mm 800.00 Rmt. 279.40 223520.00

119 Chambers & Manholes

a)

Providing and constructing B.B.masonry chambers of 90 x60 cm internal size with 15cm thick 1:3:6 proportion pcc bedding ,excluding excavation,B.B. masonry in C.M.1:5 proportion precast RCC frame and cover etc.complete (Wall Thickness 0.23m for depth upto 1.2m)MJP SR 2013‐14 P.No.311 Item 3 C

170.00 No. 11858.00 2015860.00

b) Providing,constructing manholes depth upto 2.0m etc. complete. 70.00 No. 21065.00 1474550.00

Rebate ‐40.0050cm depth

2904.00 ‐116160.00

c) Providing,constructing manholes depth upto 5.0m etc. complete. 100.00 No. 58080.00 5808000.00

Rebate ‐110.0050cm depth

5868.50 ‐645535.00

120 Providing laying C.C. M15 etc. complete. 363.00 cum. 5398.40 1959619.20

PART ‐ D : ELECTRICAL WORKS :PART ‐ C :

196

Sr. No.


D‐1 : Street Lights

121 Providing & erecting 6 m high galvanised octagonal pole with bottom of 130 mm A/F, top 70 mm A/F on provided foundation as per specification no. OH‐PL/PSC

254.00 Each 11161.00 2834894.00

122 Designing & casting M‐ 20 cement concrete foundation suitable for conical/octagonal poles up to 6m long considering the safe soil bearing capacity at site as T/sq m at 1.2 meter depth including excavation, foundation nut bolts etc in an approved manner.

254.00 Each 6019.00 1528826.00

123 Providing & erecting 9 m high galvanised octagonal pole with bottom of 155 mm A/F, top 70 mm A/F on provided foundation as per specification no. OH‐PL/PSC

126.00 Each 16788.00 2115288.00

124 Designing & casting M‐ 20 cement concrete foundation suitable for conical/octagonal poles up to 9 Mtr& 10 mtr long considering the safe soil bearing capacity at site as T/sq m at 1.5meter depth including excavation, foundation nut bolts etc in an approved

126.00 Each 8006.00 1008756.00

125 Providing & erecting bracket with single arm, 1000 mm in length, with all hardware on provided pole as per specification drawing attached.

254.00 Each 2875.00 730250.00

126Providing & erecting fawn bracket with single arm, 2000 mm in length, with all hardware on provided pole as per specification drawing attached.

126.00 Each 4974.00 626724.00

197

Sr. No.


127Supplying and erecting pipe type earthing with 40mm. dia. G.l. pipe or 20 mm dia. G.l. strip complete with all materials as per specification no. EA‐EP 380.00 Each 1536.00 583680.00

128Supply Installation Testing & commissioning of integral high pressure Die cast/extruded aluminium LED streetligt luminaire with proper heat dessipation & toughned glass protector. The LED fixture shall be desighned for at least L70 life of minimum 50,000 burning hours at ambient tempreture not less than 35*C. The system wattage (fixture's total power consumption) should not be more than 45 W. Ingress protection of IP66. colour tempreture should be between 4000 deg. K to 6000 deg. K. Operating voltage range should be within 120 V ‐ 270 V. Standard street lighting photometric distribution of the luminaire should be validated with LM ‐ 79 report & the LED module data should be supported by the LM 80 test report from the manufacturer. Details as per technical specification attached.

254.00 Each 10496.00 2665984.00

129Supply Installation Testing & commissioning of integral high pressure Die cast/extruded aluminium LED streetligt luminaire with proper heat dessipation & toughned glass protector. The LED fixture shall be desighned for at least L70 life of minimum 50,000 burning hours at ambient tempreture not less than 35*C. The system wattage (fixture's total power consumption) should not be more than 135 W. Ingress protection of IP66. colour tempreture should be between 4000 deg. K to 6000 deg. K. Operating voltage range should be within 120 V ‐ 270 V. Standard street lighting photometric distribution of the luminaire should be validated with LM ‐ 79 report & the LED module data should be supported by the LM 80 test report from the manufacturer. Details as per technical specification attached.

252.00 Each 31160.00 7852320.00

130 Supplying & erecting mains with 3x2.5 Sq.mm F.R stranded/solid copper PVCinsulated wire laid in provided conduit/trunking/inside pole/Bus bars or anyother places as per specification No: WG‐ MA/BW

4550.00 Each 76.00 345800.00

131Supplying & erecting PVC armoured cable 4 core 16 Sq. mm. stranded/solid aluminium conductor complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB‐LT/AL

12200.00 Each 195.00 2379000.00

198

Sr. No.


132 Supplying and laying (including excavation) 50 mm outside dia. double wallcorrugated pipes (DWC) of HDPE for enclosing cable below ground/roadsurface, to required depth complete.

10530.00 Each 184.00 1937520.00

133 Providing M20 concrete for resurfacing the road. 10530.00 Each 69.62 733098.60

134 Supplying, erecting & marking SPMCB 3 A. in provided distribution board as per specification no.CB‐SB

506.00 Each 244.00 123464.00

135Supplying & erecting PVC armoured cable 3 1/2 core 35 sq mm aluminium conductor complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB‐LT/AL

325.00 Each 274.00 89050.00

136supply erecting GI sheet 1.6 mm (16 guage)/ Fibre Panel Box as per directed 25.00 Each 2392.00 59800.00

137Supplying and erecting Iron work for panel board or other purposes completewith bending, cutting, drilling and welding complete erected at the positionwith necessary materials duly painted with one coat of red oxide and two coatsof enamel paint to match the switchgears or as per directions by the authority.

152.00 Each 109.00 16568.00

138 Providing Cement Concrete for foundation or for concrete filling in 1:3:6 ratiowith 20 to 25 mm. stone metal duly plastered with necessary curing for polemuffing or any other purposes.

2.00 Each 4211.00 8422.00

139 Supplying & erecting Triple pole iron clad H.C.type rewireable fuse and switch415/500 V. 63 A. with neutral link on angle iron frame as specification no. SW‐SWR/MTP.

4.00 Each 2728.00 10912.00

199

Sr. No.


140 Supplying & erecting fuse bridges with base H.C.type fuse links 250/500 V. 63Amps. Erected on polished wood blockwith lug type.

36.00 Each 160.00 5760.00

141 Supplying & erecting fuse bridges with base H.C.type fuse links 250/500 V. 100Amps. Erected on polished wood block with lug type.

9.00 Mtr. 270.00 2430.00

142Supply, erection, testing and commissioning of nature switch infrared formaking ON/OFF street light as per sun rise and sun set. The nature switch shallbe housed in FRP casing with protection MCB. Opening voltage: 150 V to 300Volts, 30‐60 Hz. Switching i) Switching ON < 60 lux for 30 sec. ii) For switchingOFF: >10 lux for > 30 sec Manual ON/OFF

4.00 Mtr. 7990.00 31960.00

143 Supply & erecting 4 pole power contactor 440 V,40 A 12.00 Mtr. 4762.00 57144.00

144 Supplying & erecting copper strip of required sizes used for earthing on wall orany other l with necessary copper clamps fixed on wall painted withbitumenous paint in an approved manner with joint required as perspecification no. (EA‐EP)

3.20 Mtr. 865.00 2768.00

145 Supplying and erecting Galvanised cast iron earth platesize 60 x 60 x 0.6 cmcomplete with all materials, testing & recording the results as per specificationNo.

8.00 Each 4018.00 32144.00

146 Supplying and erecting mains with 2 x 6 sq.mm. and earth wire 4 sq.mm. FR PVCcopper wire in rigid PVC conduit min. 20 mm dia., as specification no. WG‐MA/PC.

20.00 Each 105.00 2100.00

147 Supplying & erecting approved make 500V 63A porcelain base neutral linkcomplete erected in provided Street light panel both compartment.

4.00 Each 92.00 368.00

200

Sr. No.


D‐2 : Signals

148 Supply of Controller housed in water proof , rust proof and dust proof cabinet suitable for mounting on pedestal , with options for manual controlling and blink( Fixed Time) with facility of 16 signal groups + 8 Signal plans + GPS connectivity

3.00 Each 75000.00 225000.00

149 RCC Controller Foundation & EARTH station as per IS3073 3.00 Each 7500.00 22500.00

150 Supply of 300 mm dia signal lamp using super bright LEDs with Red , Amber & Green LEDs (Arrow) (as per specifications). Housed on UV stabilised injection moulded Polycarbonate housing with necessary protection.Equivalent to Swarco model

aa) Red EN 12368 certified central light source with Hi Flux LEDs Track Signal Module.Luminous Intensity: min.400cd/ LED Material: InGaN..LED Wavelength: Typ. 505nm .Material of Front Cover: tinted PC, UV stabilized.Material of Back Cover: black PC, UV stabilized.Wire: Brown/White, min 100cm with spade.Input Voltage Range: 200 ~ 265 VAC.Power Consumption: Typ. 11 W.Power Factor: min. 0.9.Reaction on Time: max. 50mS.Quality Assurance: Burn‐in 60 , 24hours before shipping.Operating Temperature Range: ‐20 ~ 74 . Storage Temperature Range: ‐30 ~ 75

45.00 Each 7750.00 348750.00

b b) Amber EN 12368 certified central light source with Hi Flux LEDs Track Signal Module.Luminous Intensity: min. 400cd/ LED Material: InGaN..LED Wavelength: Typ. 505nm .Material of Front Cover: tinted PC, UV stabilized.Material of Back Cover: black PC, UV stabilized.Wire: Brown/White, min 100cm with spade.Input Voltage Range: 200 ~ 265 VAC.Power Consumption: Typ. 15 W.Power Factor: min. 0.9.Reaction on Time: max. 50mS.Quality Assurance: Burn‐in 60 , 24hours before shipping.Operating Temperature Range: ‐20 ~ 74 . Storage Temperature Range: ‐30 ~ 75

45.00 Each 7750.00 348750.00

Total : D‐1 : Street Lights :

201

Sr. No.


c c) Green EN 12368 certified central light source with Hi Flux LEDs With Central Light Source Retrofit with Housing having following specificationsProduct Description: i)300mm Green Arrow LED Track Signal Module.Luminous Intensity: min. 11000cd/ LED Material: InGaN..LED Wavelength: Typ. 505nm .Material of Front Cover: tinted PC, UV stabilized.Material of Back Cover: black PC, UV stabilized.Wire: Brown/White, min 100cm with spade.Input Voltage Range: 200 ~ 265 VAC.Power Consumption: Typ. 9W.Power Factor: min. 0.9.Reaction on Time: max. 50mS.Quality Assurance: Burn‐in 60 , 24hours before shipping.Operating Temperature Range: ‐20 ~ 74 . Storage Temperature Range: ‐30 ~ 75

110.00 Each 7750.00 852500.00

151 Mounting of 300 mm, Polycarbonate traffic signal heads on the pole and wiring the same to the tag block in Junction box with ferruled pin type lug termination etc. complete

200.00 Each 150.00 30000.00

152Supply,Erection,Testing & Commissioning standard Cantilever pole with Junction Box inside the pole. The cantilever pole to be supplied shall be of Class B type. It should be torn resistant to peeling. Signal poles shall have an inner diameter of 100 mm or more with a height of 6m. The cantilever arm shall have outer diameter of 75mm with arm span of 4 mtr length. The complete assembly shall be dismantled for ease of transport & installation. There shall be a base plate of size 300mm X300mm with thickness of 6 mm welded at the bottom of the pole base. The complete assembly of the pole shall be painted with red oxide one layer & two layers of paint with preferred make or as instructed by the Engineer in‐charge.

11.00 Each 35000.00 385000.00

Item No.6153

Supply,Erection,Testing & Commissioning of 6 mt. Long signal pole assembly completer with 100 mm inner dia. G.I. pipe (B'class) including providing M.S. Base plate of size 200 mm x 200 mm x 10 mm thick welded with bottom of the pole flange FRP cap at top the pole painted with 2 coats of polyurethane paint of approved colour & in addition bituminous painting for the bottom 1.5 mt. portion of pipe providing cable entry hole etc. complete. 6.00 m long pole.

42.00 Each 9700.00 407400.00

202

Sr. No.


154 Local Earthing of signal pole when used as traffic signal pole with 10 m length of 10 SWG G.I. Wire loop being kept at minimum of 2 m below G.L. etc. complete as per IS rules.

53.00 Each 350.00 18550.00

155Supplying and laying of multicore armoured solid core copper conductor, PVC insulated and sheated, cable of 1 sq.mm C/S area as per I.S 1554 standard.

a a) ‐ do ‐ 8core 1375.00 Each 240.00 330000.00b b) ‐ do ‐ 16 core 2575.00 Each 410.00 1055750.00c c) 3 core 2.5 Sqmm Power supply cable 200.00 Each 140.00 28000.00

156 Laying of cable through subway duct 0.00 Each 50.00 0.00

157 Excavation & refilling on Footpath / Road 1175.00 Each 320.00 376000.00( Reinstatement with M20 cocrete filling)

158 Supply & Installation Of Power Supply Box 3.00 Each 5000.00 15000.00

159 Supply & Installation of Dual Color Full graphic display Count Down Timer withcentrally aligned Numbers certified as per EN12966

12.00 Each 22500.00 270000.00

160 Supply & Laying of Ducts 490.00 Each 850.00 416500.00

161 Supply & application of Thermoplastic road marking Material for stop lines, divider lines , broken lines till 50 mtrs

750.00 Each 525.00 393750.00

162 Arrows at the stop lines 60.00 Each 1000.00 60000.00

203

Sr. No.


163Supply / Installation of Retro reflective Cautionary/Mandatory/Regulatory andFacility Informatory sign boards made out of 1.5 mm thick aluminium sheet duly processed thru acid itching, phosphating and the back side being powdercoated in grey colour, the

a a) Cautionary/Warning Sign ‐ 900 mm equilateral triangular sign 6.00 Each 5770.00 34620.00

b1 b i)Mandatory/Regulatory Sign ‐ 600 mm dia circular sign 12.00 Each 5500.00 66000.00

b2 b ii)Mandatory/Regulatory Sign ‐ 900 mm high Octagonal "STOP" sign 12.00 Each 8000.00 96000.00

c c) Facility Informatory Sign ‐ 800 x 600 mm rectangular sign 6.00 Each 6500.00 39000.00

114 Dismantiling of Slum BuildingMarket Rate

a) By Mechanical Means 320342.31 Sq. Ft 45.00 14415404.05b) By Manual 106780.77 Sq. Ft 25.00 2669519.27

643610524.57

643611000.00

Total Cost Of work

Say Rs

204

WIDENING STRENGTHENING OF POKHARAN ROAD NO. 1 …...ground in embankment and 0,3m below the...

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