DHRANGDHRA ROB LC-48A under SJMMSVY (2nd Invitation) : CONSTRUCTION OF PROPOSED 2-LANE RAILWAY OVER BRIDGE IN LIEU OF LC. NO. 48A BETWEEN RLY KM. 629/3 TO 629/4, NEAR DHRANGADHRA RLY. STATION, DHRANGADHRA Under SJMMSVY

RAILWAY PORTION

Item Item Description Unit Qty. Rate in Rs. Amount

1 Excavation for foundation in sand, gravel, clay soft soils Cum 270 486.77

and murrum etc. including shoring, strutting dewatering as

necessary and disposing of the excavated stuff as directed.(A)

Depth upto 3.0 M. and lead upto 100m for 10 Cum

2 Excavation in large boulders and soft rock by welding Cum 230 682.44

including shoring, strutting and dewatering as necessary and

disposing of the excavated stuff as directed.

3 Providing and filling in foundation with ordinary Cement Cum 30 3596.68

concrete M-15 mix and providing necessary vertical pin

headers including formwork, vibrating, ramming and curing

4 Providing and Casting in situ Controlled Cement Concrete Cum 200 4763.60

M35 for R.C.C. Raft footing and cutt-off walls including

necessary shuttering laying, vibrating, ramming and curing

5 Providing and placing in position FE 550D (With CRS) M.T. 21 76247.53

TMT bar reinforcement for following items including

cutting bending hooking and tying complete as per detailed

drawing.For RCC Raft & Open foundation.

6 Providing and filling trenches of Labour charges - Cum 132 3540.15

Excavator in rocky strata with ordinary cement concrete M-

7 Filling available excavated earth (excluding rock) in Cum 160 130.39

trenches. plinth, sides of foundations etc. in layers not

exceeding 20 cm. in depth consolidating each disposited

layer by ramming and watering.

8 Providing and casting in situ controlled cement concrete M- Cum 83 5335.18

35 for R.C.C. return as per drawings including centering

shuttering, scaffolding where necessary, laying vibrating,

curing and finishing complete. (1) Piers (2) Abutment (3)

(A) Height Upto 5.0 M.

(B) Height 5.0M to 10.0M Cum 83 5647.23

(C) Height 10.0M to 15.0M Cum 21 6425.03

9 Providing and laying in position FE 550D (With CRS) TMT M.T. 26 76247.53

bar reinforcement including cutting, bending, hooking and

tying complete as per detailed drawings for the following. (A)

Item Item Description Unit Qty. Rate in Rs. Amount

10 Providing and laying in situ machine mixed controlled M- Cum 190 5414.11

35 grade cement concrete for RCC caps, side walls, tie walls

etc. including M:40 pedestals over piers and abutments

including necessary scaffolding formwork, centering,

transporting, placing, compacting by mechanical vibrators,

finishing and curing and casting, finishing at any height or

depth as per drawing etc. complete excluding reinforcement,

as directed by Engineer and as per specification.

Pedestals in M:40 Cum 10 5387.67

Seismic Restriner in M:40 Cum 10 5387.67

11 Providing & fixing in position (Thermo mechanically treated M.T. 38 76247.53

bars ) FE 550D (With CRS) TMT bar steel bars of various

diameters for all RCC works in Foundations, Pier,

Abutment wall, box wall, Abt. cap, Dirt wall, side wall,

Retaining wall, Pedestals as per detailed design & drawings

and schedule including cutting, bending, hooking the bars,

binding with 18 SWG GI wires and supporting as required

with all lifts and leads etc. complete including cost of all

labour, materials, tools, plants, equipments etc. all complete

as directed by Engineer and as per specifications.

12 Providing and applying anti carbonation, anti fading, mold Sqm 580 115.32

resistant, heat insulating, and 100% acrylic breathable

decorative external waterproof coating of approved shade

having Viscosity @ Room Temperature by Ford cup No. B-4

(dilute 2 parts of product with I part of water) 18 to 30 sec.

pH of 7.00 to 10.00 and Sp. Gravity @ Room Temperature

1.30+0.1, tested for carbon dioxide diffusion resistance

properties for coating materials and coating systems for open

atmosphere surface of substructure as well as superstructure

as per DIN EN 1062-6 (2002-2010) by a NBA Grade "A"

accredited institution.

13 Design, supply, fitting and fixing in position true to line and

level POT-PTFE bearing of 250 MT Capacity, consisting of

a metal piston supported by a disc or un reinforced elastomer

confined within a metal cylinder, sealing rings, dust seals,

PTFE surface sliding against stainless steel mating surface,

complete assembly to be of cast steel / fabricated structural

steel, metal and elastomer elements complete as per IS:2062,

IS:226, BS-5400, Bridge Code and as per approved drawing

and Technical Specifications. The design of the bearings shall

be submitted by the manufacturers / contractor and got

approved from Railway before fixing. Test report after

inspection of the bearings shall be submitted and got

approved before the materials are lifted from the

manufacturer premises.

POT-cum -PTFE Bearing (Free end) M.T. 750 319.16

POT Bearing-Fixed Type M.T. 500 410.06

Item Item Description Unit Qty. Rate in Rs. Amount

POT-cum -PTFE Guided (L)Bearing M.T. 500 540.35

POT-cum -PTFE Guided (T)Bearing M.T. 750 508.03

14 Providing and fixing mild steel dowel bars of minimum 32 Rmt 60 448.27

mm dia. For anchoring by drilling holes in foundation strata

including necessary bending, hooking of dowel bars and

grouting the holes complete as per detailed drawing and as

15 Providing and Casting in situ controlled cement concrete M Cum 133 7481.09

40 for R.C.C. Deck Slab including centering, scaffolding

curing and finishing complete.

16 Supplying, fabrication, assembling of all types of steel girders

of specified spans with structural steel conforming to Quality

"B0" Grade Designation E250 conforming to IS:2062,

erection / slewing / end launching of steel girders with cranes

or any other approved launching methods as per site

conditions (not requiring traffic block) on substructure

including provision of trolley refuges etc., complete as per

approved QAP and drawings conforming to IRS-B1-2001 and

other relevant codes and specifications.

(Cont) 1. Detailed fabrication and erection drawings & launching

methodology will be prepared by the contractor and got

approved from Railway.

2. The rate is all inclusive including launching in position,

complete in all respect except cost of (i) Painting / Metalising;

(ii) Bearings & (iii) HSFG bolts which shall be paid extra

under relevant item.

3. The payment shall be made on the theoretical weight of

main components and gusset plates only.

4. Payment Schedule:

(i) Receipt of material at site: 40%

(ii) Fabrication of girders: 20%

(iii) Erection/Launching: 20%

(iv) Completion in all respects: 20%

Plate Girder/Semi Through Girder/Composite Girder (Steel M.T. 280 133994.88

(Composite steel girder of span length above 36.0m)

17 Extra for using steel conforming to Grade Designation E350 M.T. 280 4780.94

instead of Grade Designation E250 of Quality "B0" as per IS:

18 Supplying and fixing HSFG bolts of any dia and any length kg 5600 313.97

with suitable nuts including DTI washers conforming to IRS-

B1-2001 for bridges and steel structures with contractors

labour, tools and plants and lead and lift etc., complete.

Item Item Description Unit Qty. Rate in Rs. Amount

19 Metallizing of steel work of girders with sprayed aluminium Sqm 2400 650.56

after surface preparation by Sand/grit blasting, followed by

one coat of etch primer (IS:5666) & one coat of Zinc Chrome

primer (IS:104) and two coats of aluminium paint (IS:2339)

with all labour, T&P and material as a complete job duly

conforming to all relevant specifications and process given

under Clause 39 of IRS-B1-2001. Note: Nominal Thickness

of sprayed Aluminium coating shall be 150 microns. DFT of

Zinc chrome primer shall be 25-30 microns and DFT of each

coat of Aluminium paint shall be 12-14 microns.

20 Providing and placing in position FE 550D (With CRS) M.T. 18 75631.86

TMT. Bar reinforcement including, cutting, bending

hooking and tying complete as per detailed drawings.(I) Solid

Slab.(II) Deck Slab.

21 Providing and casting RCC in M-40 controlled concrete Cum 35 5110.61

Crash Barriers as per detailed drawings including necessary

scaffolding, centering, formwork, mixing in machine,

transporting, placing, compacting, finishing, curing, etc.

complete including providing and fixing of inserts if any with

all leads and lifts as per drawing & specification and as

directed by Engineer, excluding reinforcement.

22 Providing and laying precast RCC footpath slab in Sqm 70 1083.05

controlled cement concrete of M:20 grade (7 cm thickness

including necessary reinf.) and providing and setting cement

chequered tiles in C.M. 1:5 as per drawing including

necessary formwork, cutting and finishing complete.

23 Providing and fixing post and pipe railing as per detailed Rmt 90 1202.39

drawing including 3 coats of painting to steel works complete.

24 Providing and fixing in position (Thermo mechnically Treted M.T. 9 75631.86

bars) FE 550D (With CRS) TMT bar reinforcing bars of

various diameters for the Crash Barrier as per detailed

designs and drawings and schedule including cutting,

bending, hooking the bars, binding with 18 SWG GI wires

with cost of all labour, materials, tools, plants, equipments,

supporting as required with all lifts and leads etc. all complete

as per specification and as directed by Engineer.

25 Providing and laying Double Walled corrugated Pipes Rmt 172 62.09

(DWC) of Polyethylene (conforming to IS:14930-II) of 50mm

O.D. / 38mm I.D. with fittings and necessary connecting

accessories of same material at required depth for laying cable

below footpath slab etc. complete as per specification and as

directed by Engineer.

Item Item Description Unit Qty. Rate in Rs. Amount

26 Providing and fixing 100 mm dia. G.I. Drainage spouts, as Nos 18 536.03

per MOST Drg. No SD/303 including grating with suitable

clean out fixtures including all leads and lifts etc. complete as

per specification, design & drawings and as directed by

27 Providing, laying and jointing in true line and level 110 Rmt 140 835.15

diametre U.P.V.C (Type B) conforming to IS 13592-1992

with one end plain and other end socketed with rubber ring, &

fittings conforming to ISI 14735-1999 of approved make for

drainage system pipe line, pipe shall be jointed with each

other with rubber lubricant, pipe shall be fixed on wall using

of PVC clamp of the size 110 mm diametre x 149 mm length

x 145 mm heigh at every 2000 mm center to center or shall be

concealed in walls as directed including necessary fittings

such as bends, shoes etc. including testing of pipes and joints

and jointed with adhesive solvent cement including cost of all

materials.(For Downtake / longitudinal runner pipe)

28 Painting Two Coats on New Concrete Surfaces (Painting Sqm 110 81.81

two coats after filling the surface with synthetic enamel paint

in all shades on new plastered concrete surfaces) - For inner

face of crash barrier

29 Providing and applying one coat Epoxy Phenolic primer of Sqm 660 115.32

DFT 50 micron and two coats of Epoxy Phenolic coating of

DFT 100 microns each or any other equivalent epoxy coating

system to all concrete surfaces exposed to atmosphere in

substructure including cost of material, labour, transportation,

scaffolding and preparing the surfaces by cleaning, washing,

brushing, sand / grit blasting etc. complete and as directed by

Engineer and as per specification. (Paint shall be got

approved from Engineer and tested from approved

30 Supplying, Fabricating and fixing access ladders, inspection M.T. 50 98201.49

platforms on bridges with structural steel conforming to

IS:2062 including welding / bolting, priming painting with

one coat of ready mixed paint of Zinc Chromate (IS:104) with

DFT of 25-30 microns followed by one coat of Zinc Chrome

Red Oxide (IS:2074) with DFT of 25 microns with all

material, labour, T&P as a complete job as directed by

Engineer-in Charge.

31 Providing and casting in situ controlled cement concrete M- Cum 50 5524.01

40 for average 100 mm thick wearing coat laid as directed

dincluding tamping, vibrating, finishing, curing and fillingin

joints with bitumen complete.

32 Providing and fixing in position FE 550D TMT (with CRS) M.T. 5 75631.86

bar reinforcement including cutting, bending and tying

complete as per detailed drawings. (A) R.C.C. Wearing coat

. (upto 10 ton)

Item Item Description Unit Qty. Rate in Rs. Amount

33 Road marking with hot applied thermoplastic paints with Sqm 20 367.72

reflectorising glass beads on bitumin surface providing and

laying a hot applied thermoplastic compound 2.5 mm thick

including reflectorising glass beads @ 250 gms per sqm area,

thickness of 2.5 mm is excluding of surface applied glass

beads as per IRC: 35-2015. The finished surface to be leveled,

uniform and free from streaks and holes. Zebra patta/bump

patta lane/centre line/edge line/cut patta. The white colour

marking should provide liminance coefficient on cemented

road shall be 130 mcd / m2 / lux and ashphalt roads shall be

minimum 100 130 mcd / m2 / lux during the service life

during the day time. The marking should meet the

performance criteria for night time reflectivity, wet

reflectivity and skid resistance as mentioned in the section -

34 Cat Eye / Road Stud / RPM: Supplying of Molded Twin No 22 326.23

Shanks Raised Pavement Markers made of polycarbonate and

ABS moulded body and reflective panels with Micro

prismatic lens (No Glass bead lens) capable of providing total

internal reflection of the light entering the lens face and shall

support a load of 13635 kgs. tested in accordance to ASTM D

4280 Type H and complying to Specifications of Category A

of MORTH Circular No RW/NH/33023/10-97 – DO III Dt

11.06. 1997. The height, width and length shall not exceed

mm, 130 mm and 130 mm and with minimum reflective area

of 13 Sqcm on each side and the slope to the base shall be

+/- 5 degree. The strength of detachment of the integrated

cylindrical shanks, (of diameter not less than 19 +/- 2 mm and

height not less than 30+/- 2 mm) from the body is to be a

minimum value of 500 Kgf. Fixing will be by drilling holes

on the road for the shanks to go inside, without nails and

using epoxy resin based adhesive as per manufacturer’s

recommendation and The color of the marker should be as per

the IRC 35-2015 and as directed by Engineer-in-charge.

APPROACH PORTION

35 Clearing and grubbing road land including uprooting rank Hectare 2.40 28393.04

vegetation grass bushes,shrubs,sapling and trees girth up to

300 mm removal of stumps of trees cut earlier and disposal of

unserviceable materials (C) By mechanical means in area of

36 Demarkation of road alignment including marking out road Km 0.9 2706.5

line by providing and fixing wooden pegs or steel rod of

required size at every 25 M to 50 M including excavating

trenches ion both sides of 0.30 m x 0.30m including supplying

of labours and all materials for every work etc complete.

37 Dismentaling the existing structure including removing and

stacking the dismentalled materials as and where directed -

RCC work & Rubble Masonary

(A) RCC work Cum 200 886.05

Item Item Description Unit Qty. Rate in Rs. Amount

(B) Rubble / brick masonry Cum 200 389.74

(C) Structural steel work MT 10 1955.71

38 Dismentaling of flexible pavements and disposal of Cum 1190 403.75

dismentled materials with all leads and lifts ,stacking

serviceavle and unserviceable materials.By Mechanical

39 Dismantling of Cement Concrete Pavement (Dismantling of Cum 800 744.37

cement concrete pavement by mechanical means using

pneumatic tools, breaking to pieces not exceeding 0.02 cum in

volume and stock piling at designated locations and disposal

of dismantled materials up to a lead of 1000 metres, stacking

serviceable and unserviceable materials separately)

40 Providing and fixing pre-cast concrete kerb stone of gray Rmt 2755 374.92

cement based concrete block 30 cm length, 30 cm height and

15 cm thick of M250 grade concrete as per approved design &

including excavation for fixing in proper line and level, filling

the joint with C:M 1:3 (1 cement : 3 fine sand) etc complete.

(In underspace portion & beside drain)

41 Excavation for foundation in sand, gravel, clay soft soils Cum 1444 486.77

and murrum etc. including shoring, strutting dewatering as

necessary and disposing of the excavated stuff as directed.(A)

Depth upto 3.0 M. and lead upto 100m for 10 Cum

42 Excavation in large boulders and soft rock by welding Cum 1588 682.44

including shoring, strutting and dewatering as necessary and

disposing of the excavated stuff as directed.

43 Providing and filling in foundation with ordinary Cement Cum 148 3596.68

concrete M-15 mix and providing necessary vertical pin

headers including formwork, vibrating, ramming and curing

44 Providing and Casting in situ Controlled Cement Concrete Cum 1117 4763.6

M35 for R.C.C. Raft footing and cutt-off walls including

necessary shuttering laying, vibrating, ramming and curing

45 Providing and placing in position FE 550D (With CRS) M.T. 140 76247.53

TMT bar reinforcement for following items including

cutting bending hooking and tying complete as per detailed

drawing.For RCC Raft & Open foundation.

46 Providing and filling trenches of Labour charges - Cum 780 3540.15

Excavator in rocky strata with ordinary cement concrete M-

Item Item Description Unit Qty. Rate in Rs. Amount

47 Filling available excavated earth (excluding rock) in Cum 1340 130.39

trenches. plinth, sides of foundations etc. in layers not

exceeding 20 cm. in depth consolidating each disposited

layer by ramming and watering.

48 Carting of excavated material such as murrum, earth,

kapachi, gravel, brickbats, kankar, debris, sand, dismantled

material, including loading, unloading, stacking etc. complete

at non objectional place as directed by engineer in charge.

Lead up to 3 Km Cum 6130 43.4

Additional rate for lead above 3 and upto 5 km Cum 1500 59.3

Additional rate for lead above 5 and upto 10 km Cum 1500 88.84

49 Providing and casting in situ controlled cement concrete M- Cum 333 5335.18

35 for R.C.C. return as per drawings including centering

shuttering, scaffolding where necessary, laying vibrating,

curing and finishing complete. (1) Piers (2) Abutment

(A) Height Upto 5.0 M.

(B) Height 5.0M to 10.0M Cum 82 5647.23

50 Providing and laying in position FE 550D (With CRS) TMT M.T. 75 76247.53

bar reinforcement including cutting, bending, hooking and

tying complete as per detailed drawings for the following. (A)

Piers (B) Abutments

51 Providing and laying - Fitter Media 600mm thick directed at Sqm 80 1180.34

the back of abutments as per detailed specifications.

52 Providing and filling sand behind abutments and between Cum 337 490.47

returns in layers as directed by Engineer In-charge.

53 Providing & laying weep hole in Aburtments, and returns by Each 80 53.45

using A.C. pipe of 100 mm including laying in proper grade

and jointing the completed as per detailed specification.

54 Supplying and laying of bi-axial extruded high modulus Sqm 1420 151.50

polypropylene geogrid having minimum layer coefficient ratio

as 1.3, junction efficiency not less than 90% and with 38 mm

x 38 mm mesh opening. The roll size shall be 50.0 x 3.95 m,

at easily accessible location including top and bottom, with all

leads and lifts, manpower and machinery, materials, labour

etc. complete and as directed by Engineer - in - charge.

55 Providing and laying in situ machine mixed controlled M-35 Cum 405 5308.38

grade cement concrete for RCC caps, side walls, tie walls

etc. including M:40 pedestals over piers and abutments

including necessary scaffolding formwork, centering,

transporting, placing, compacting by mechanical vibrators,

finishing and curing and casting, finishing at any height or

depth as per drawing etc. complete excluding reinforcement,

as directed by Engineer and as per specification.

Pedestal in M40 grade conc. Cum 40 5387.67

Seismic Restriner in M40 grade conc. Cum 70 5387.67

Item Item Description Unit Qty. Rate in Rs. Amount

56 Providing and laying in position FE 550D (With CRS) TMT M.T. 106 76247.53

bar reinforcement including cutting, bending, hooking and

tying complete as per detailed for the following. (A)

Abutment cap & Dirt wall. (B) Pier Cap.

57 Providing and applying anti carbonation, anti fading, mold Sqm 2300 115.32

resistant, heat insulating, and 100% acrylic breathable

decorative external waterproof coating of approved shade

having Viscosity @ Room Temperature by Ford cup No. B-4

(dilute 2 parts of product with I part of water) 18 to 30 sec.

pH of 7.00 to 10.00 and Sp. Gravity @ Room Temperature

1.30+0.1, tested for carbon dioxide diffusion resistance

properties for coating materials and coating systems for open

atmosphere surface of substructure as well as superstructure

as per DIN EN 1062-6 (2002-2010) by a NBA Grade "A"

accredited institution.

58 Art painting work over various components of ROB / FOB / Sqm 1640 875.09

Underpass with three coat water coat putty of approved brand

after duly rubbing the surface to make the surface even end

smooth. The work includes one coat of exterier primer coat of

approved brand and three or more coat of exterier plastic

emulsion paint of approved brand over the prepared surface.

Over this art painting work to be done as per direction and

design pattern approved by Engineer-incharge. The work

includes the cost centering, shuttering, scafolding and clearing

the site properly after completion of work. The work also

includes the cost of all material, manpower, stencils etc.

required for art painting.

(A) Pier / Abutment & Pier Cap / Abutment Cap

59 Providing and fixing in position fully moulded restrained CuCm 2448000 0.9

elastometric Bearings as per detailed drawings.

60 Providing and fixing mild steel dowel bars of minimum 32 Rmt 274 448.27

mm dia. For anchoring by drilling holes in foundation strata

including necessary bending, hooking of dowel bars and

grouting the holes complete as per detailed drawing and as

61 Providing and casting in-situ or precast controlled cement Cum 3116 8564.53

concrete M 50 for prestressed concrete work in super

structure including centering, shuttering, curing, scaffolding

ramming, vibrating, finishing, launching or shifting complete.

(II) Deck Slab. (III) Main Girders. (IV) Diaphragm or cross

62 Providing and placing in position FE 550D (With CRS) M.T. 164 75631.86

TMT. Bar reinforcement including, cutting, bending

hooking and tying complete as per detailed drawings.(I) Solid

Slab.(II) Deck Slab.

63 Providing and placing in position FE 550D (With CRS) M.T. 258 77010.48

TMT Bar reinforcement including, cutting, bending

hooking and tying complete as per detailed drawings.(I) Main

Girders.(II) Diaphragm or cross girder.

Item Item Description Unit Qty. Rate in Rs. Amount

64 Providing and fixing in position to exact profile High tensile M.T. 119 72402.66

steel wires 12.7/15.2mm dia of required ultimate strength

conforming to low Relaxation Prestressing steel strands

including bending, cutting, tying providing necessary

standards as per IS 14268 and anchorages, sheathing (HDPE),

stressing, grouting, ducts as per detailed drawing including

necessary plant and machinary complete.

65 Providing and carrying out load test on bridge deck with M.T. 200 169.92

simulated loading including provision, placing and removal of

loading, supplying, fixing and removing deflection measuring

instruments etc. complete with platforms for fixing the

instruments etc. complete as per the details supplied and

specification and as directed by Engineer and including

submission of required results in triplicate after satisfactory

completion of the load test.

66 Providing and applying anti carbonation, anti fading, mold Sqm 14590 115.32

resistant, heat insulating, and 100% acrylic breathable

decorative external waterproof coating of approved shade

having Viscosity @ Room Temperature by Ford cup No. B-4

(dilute 2 parts of product with I part of water) 18 to 30 sec.

pH of 7.00 to 10.00 and Sp. Gravity @ Room Temperature

1.30+0.1, tested for carbon dioxide diffusion resistance

properties for coating materials and coating systems for open

atmosphere surface of substructure as well as superstructure

as per DIN EN 1062-6 (2002-2010) by a NBA Grade "A"

accredited institution.

67 Art painting work over various components of ROB / FOB / Sqm 1380 875.09

Underpass with three coat water coat putty of approved brand

after duly rubbing the surface to make the surface even end

smooth. The work includes one coat of exterier primer coat of

approved brand and three or more coat of exterier plastic

emulsion paint of approved brand over the prepared surface.

Over this art painting work to be done as per direction and

design pattern approved by Engineer-incharge. The work

includes the cost centering, shuttering, scafolding and clearing

the site properly after completion of work. The work also

includes the cost of all material, manpower, stencils etc.

required for art painting.

(A) Outer Face of Crash Barrier

68 Providing and casting RCC in M-40 controlled concrete Cum 410.0 5110.61

Crash Barriers as per detailed drawings including necessary

scaffolding, centering, formwork, mixing in machine,

transporting, placing, compacting, finishing, curing, etc.

complete including providing and fixing of inserts if any with

all leads and lifts as per drawing & specification and as

directed by Engineer, excluding reinforcement.

Item Item Description Unit Qty. Rate in Rs. Amount

69 Providing and fixing RCC M:25 architectural pylons at end of Cum 10 4793.43

approach structures including all materials, labour,

reinforcement laying, ramming, curing etc. complete as per

detailed working drawing.

70 Providing and fixing marble slab including engraving and

painting complete. (i) Size 75cm x 60cm x 4cm.

71 Providing and fixing in position FE 550D (With CRS) TMT M.T. 104 75631.86

bar reinforcement including cutting, bending and tying

complete as per detailed drawings.(A) Crash Barrier, (B)

Architectural pylons

72 Providing and laying Double Walled corrugated Pipes Rmt 2040 62.09

(DWC) of Polyethylene (conforming to IS:14930-II) of 50mm

O.D. / 38mm I.D. with fittings and necessary connecting

accessories of same material at required depth for laying cable

below footpath slab etc. complete as per specification and as

directed by Engineer.

73 Providing, laying and jointing in true line and level 110 Rmt 1224 835.15

diametre U.P.V.C (Type B) conforming to IS 13592-1992

with one end plain and other end socketed with rubber ring, &

fittings conforming to ISI 14735-1999 of approved make for

drainage system pipe line, pipe shall be jointed with each

other with rubber lubricant, pipe shall be fixed on wall using

of PVC clamp of the size 110 mm diametre x 149 mm length

x 145 mm heigh at every 2000 mm center to center or shall be

concealed in walls as directed including necessary fittings

such as bends, shoes etc. including testing of pipes and joints

and jointed with adhesive solvent cement including cost of all

materials.(For Downtake / longitudinal runner pipe)

74 Providing and fixing 100 mm dia. G.I. Drainage spouts, as Nos 210 536.03

per MOST Drg. No. SD/303 including grating with suitable

clean out fixtures including all leads and lifts etc. complete as

per specification, design & drawings and as directed by

75 Strip seal expansion joint (Providing and laying of a strip Rmt 86 6358.7

seal expansion joint catering to maximum horizontal

movement up to 70 mm,complete as per approved drawings

and standerd specifications to be installed by the

manufacturer/supplier or their authorised representative

ensuming compliance to the manufacturer's instructions for

76 Painting Two Coats on New Concrete Surfaces (Painting Sqm 1280 81.81

two coats after filling the surface with synthetic enamel paint

in all shades on new plastered concrete surfaces) - For inner

face of crash barrier

77 Providing and casting in situ controlled cement concrete M- Cum 440 5524.01

40 for average 100 mm thick wearing coat laid as directed

dincluding tamping, vibrating, finishing, curing and fillingin

joints with bitumen complete.

Item Item Description Unit Qty. Rate in Rs. Amount

78 Providing and fixing in position FE 550D TMT (with CRS) M.T. 44 75631.86

bar reinforcement including cutting, bending and tying

complete as per detailed drawings. (A) R.C.C. Wearing coat

. (upto 10 ton)

79 Road marking with hot applied thermoplastic paints with Sqm 230 367.72

reflectorizing glass beads on bitumen surface providing and

laying a hot applied thermoplastic compound 2.5 mm thick

including reflectorizing glass beads @ 250 gms per sqm area,

thickness of 2.5 mm is excluding of surface applied glass

beads as per IRC: 35-2015. The finished surface to be leveled,

uniform and free from streaks and holes. Zebra patta/bump

patta lane/center line/edge line/cut patta. The white color

marking should provide luminance coefficient on cemented

road shall be 130 mcd / m2 / lux and asphalt roads shall be

minimum 100 mcd / m2 / lux during the service life during the

day time. The marking should meet the performance criteria

for night time reflectivity, wet reflectivity and skid resistance

as mentioned in the section - 15 of IRC:35-2015. Warranty for

retro reflectivity shall be two years.

80 Cat Eye / Road Stud / RPM: Supplying of Molded Twin Nos. 260 326.23

Shanks Raised Pavement Markers made of polycarbonate and

ABS moulded body and reflective panels with Micro

prismatic lens (No Glass bead lens) capable of providing total

internal reflection of the light entering the lens face and shall

support a load of 13635 kgs. tested in accordance to ASTM D

4280 Type H and complying to Specifications of Category A

of MORTH Circular No RW/NH/33023/10-97 – DO III Dt

11.06. 1997. The height, width and length shall not exceed

mm, 130 mm and 130 mm and with minimum reflective area

of 13 Sqcm on each side and the slope to the base shall be

+/- 5 degree. The strength of detachment of the integrated

cylindrical shanks, (of diameter not less than 19 +/- 2 mm and

height not less than 30+/- 2 mm) from the body is to be a

minimum value of 500 Kgf. Fixing will be by drilling holes

on the road for the shanks to go inside, without nails and

using epoxy resin based adhesive as per manufacturer’s

recommendation and The color of the marker should be as per

the IRC 35-2015 and as directed by Engineer-in-charge.

81 Providing and fixing the Continuity arrangement in deck Rmt 76 8237.00

slab as per the detailed drawing with fixtures, components,

filler etc. complete as directed by Engineer in charge.

82 Excavation for foundation in sand, gravel, clay soft soils Cum 3758 486.77

and murrum etc. including shoring, strutting dewatering as

necessary and disposing of the excavated stuff as directed.(A)

Depth upto 3.0 M. and lead upto 100m for 10 Cum

Item Item Description Unit Qty. Rate in Rs. Amount

83 Excavation in large boulders and soft rock by welding Cum 2890 682.44

including shoring, strutting and dewatering as necessary and

disposing of the excavated stuff as directed.

84 Providing and filling in foundation with ordinary Cement Cum 455 3596.68

concrete M-15 mix and providing necessary vertical pin

headers including formwork, vibrating, ramming and curing

85 Providing and Casting in situ Controlled Cement Concrete Cum 1049 4763.6

M35 for R.C.C. Raft footing and cutt-off walls including

necessary shuttering laying, vibrating, ramming and curing

86 Providing and placing in position FE 550D (With CRS) TMT M.T. 105 76247.53

bar reinforcement for following items including cutting

bending hooking and tying complete as per detailed

drawing.For RCC Raft & Open foundation.

87 Providing and casting in situ controlled cement concrete M-35 Cum 1074 5335.18

for R.C.C. return as per drawings including centering

shuttering, scaffolding where necessary, laying vibrating,

curing and finishing complete. (1) RCC Retaining wall (A)

Height Upto 5.0 M.

(B) Height 5.0M to 10.0M Cum 123 5647.23

88 Providing and laying in position FE 550D (With CRS) TMT M.T. 120 76247.53

bar reinforcement including cutting, bending, hooking and

tying complete as per detailed drawings for the following. (A)

RCC Retaining wall

89 Providing and applying anti carbonation, anti fading, mold Sqm 3180 115.32

resistant, heat insulating, and 100% acrylic breathable

decorative external waterproof coating of approved shade

having Viscosity @ Room Temperature by Ford cup No. B-4

(dilute 2 parts of product with I part of water) 18 to 30 sec.

pH of 7.00 to 10.00 and Sp. Gravity @ Room Temperature

1.30+0.1, tested for carbon dioxide diffusion resistance

properties for coating materials and coating systems for open

atmosphere surface of substructure as well as superstructure

as per DIN EN 1062-6 (2002-2010) by a NBA Grade "A"

accredited institution.

Item Item Description Unit Qty. Rate in Rs. Amount

90 Art painting work over various components of ROB / FOB / Sqm 3180 875.09

Underpass with three coat water coat putty of approved brand

after duly rubbing the surface to make the surface even end

smooth. The work includes one coat of exterier primer coat of

approved brand and three or more coat of exterier plastic

emulsion paint of approved brand over the prepared surface.

Over this art painting work to be done as per direction and

design pattern approved by Engineer-incharge. The work

includes the cost centering, shuttering, scafolding and clearing

the site properly after completion of work. The work also

includes the cost of all material, manpower, stencils etc.

required for art painting.

(A) Outer Face of Crash Barrier

91 Providing and laying - Fitter Media 600mm thick directed at Sqm 1070 1180.34

the back of abutments as per detailed specifications.

92 Providing and filling sand behind abutments and between Cum 10130 490.47

returns in layers as directed by Engineer In-charge.

93 Providing & laying weep hole in Aburtments, and returns by Each 1070 53.45

using A.C. pipe of 100 mm including laying in proper grade

and jointing the completed as per detailed specification.

94 Providing and casting in-situ controlled cement concrete M Cum 27 5223.58

30 for approach slab including formwork curing and

finishing complete

95 Providing and casting in-situ controlled cement concrete M Cum 402 4419.99

20 For Raft and cutoff walls including necessary formwork,

vibrating curing, and finishing complete (Toe Wall)

96 Providing and casting RCC in M-40 controlled concrete Cum 271 5110.61

crash barrier as per detailed drawings including necessary

scaffolding, centering, formwork, mixing in machine,

transporting, placing, compacting, finishing, curing, etc.

complete including providing and fixing of inserts if any with

all leads and lifts as per drawing & specification and as

directed by Engineer, excluding reinforcement.

97 Providing and fixing in position FE 550D (With CRS) TMT M.T. 91.00 75631.86

bar reinforcement including cutting, bending and tying

complete as per detailed drawings. (A) R.C.C. Approach slab,

(B) Toe Wall, (C) Crash Barrier

98 Painting Two Coats on New Concrete Surfaces (Painting two Sqm 850.00 81.81

coats after filling the surface with synthetic enamel paint in

all shades on new plastered concrete surfaces) - For inner face

of crash barrier

Item Item Description Unit Qty. Rate in Rs. Amount

99 Providing and laying Double Walled corrugated Pipes (DWC) Rmt 1360.00 62.71

of Polyethylene (conforming to IS:14930-II) of 50mm O.D. /

38mm I.D. with fittings and necessary connecting accessories

of same material at required depth for laying cable below

footpath slab etc. complete as per specification and as

directed by Engineer.

100 Box cutting the road surface to proper slope and camber for Cum 8860 104.2

making a base for road work including removing the

excavated stuff and depositing on the road side slope as

directed upto 50m lead.

101 Earthwork for embankment including breaking clods, Cum 2800 152.51

dressing with all lead and lift and including watering rolling

and consolidation of subgrade in layers at O.M.C. to required

dry density including filling the depression which occur

during the process using vibratory roller 8t to 10t. (A) From

borrow pits within land width.

102 Construction of granular sub-base (Grade - V) by providing Cum 2610 1493.79

coarse graded material, spreading in uniform layers with

motor grader on prepared surface, mixing by mix in place

method with rotavator at OMC, and compacting with

vibratory roller to achieve the desired density, complete as per

103 Construction of dry lean cement concrete Sub- base over a Cum 1960 2442.18

prepared sub-grade with coarse and fine aggregate

conforming to IS: 383, the size of coarse aggregate not

exceeding 25 mm, aggregate cement ratio not to exceed 15:1,

aggregate gradation after blending to be as per table 600-1,

cement content not to be less than 150 kg/ cum, optimum

moisture content to be maintain during construction, concrete

strength not to be less than 10 Mpa at 7 days, mixed in a

batching plant, transported to site, laid with a paver

compacting with 8-10 tonnes vibratory roller, finishing and

curing as per MoRTH clause

104 Construction of un-reinforced, dowel jointed, plain cement Cum 3910 6546.82

concrete pavement over a prepared sub base with in M -40

grade of concrete with 53 grade cement , coarse and fine

aggregate conforming to IS 383, maximum size of coarse

aggregate not exceeding 25 mm, mixed in a batching and

mixing plant as per approved mix design, transported to site

and mechanically laid with a fixed form paver, spread,

compacted and finished in a continuous operation including

provision of contraction, expansion, construction and

longitudinal joints, joint filler, separation membrane, sealant

primer, joint sealant, debonding strip, dowel bar, tie rod,

admixtures as approved, curing compound, finishing to lines

and grades as per drawing as per MoRTH clause

Item Item Description Unit Qty. Rate in Rs. Amount

105 Providing and fixing pre-cast Rubber Dye / steel Dye inter Sqm 4850 683.88

locking concrete block 60mm thick with grade of concrete

M300 pnumatic compressed / vibrated mechanically and as

per approved design Confirming to IS 15658 : 2006 including

35 mm Sand layer for levelling and filling the joint with sand

in proper line and level as per guidlines of IRC : SP 63-2018

106 Road marking with hot applied thermoplastic paints with Sqm 670 367.72

reflectorising glass beads on bitumin surface providing and

laying a hot applied thermoplastic compound 2.5 mm thick

including reflectorising glass beads @ 250 gms per sqm area,

thickness of 2.5 mm is excluding of surface applied glass beads

as per IRC: 35-2015. The finished surface to be leveled, uniform

and free from streaks and holes. Zebra patta/bump patta

lane/centre line/edge line/cut patta. The white colour marking

should provide liminance coefficient on cemented road shall be

130 mcd / m2 / lux and ashphalt roads shall be minimum 100

mcd / m2 / lux during the service life during the day time. The

marking should meet the performance criteria for night time

reflectivity, wet reflectivity and skid resistance as mentioned in

the section - 15 of IRC:35-2015.

107 Cat Eye / Road Stud / RPM: Supplying of Molded Twin Shanks Nos 735 326.23

Raised Pavement Markers made of polycarbonate and ABS

moulded body and reflective panels with Micro prismatic lens

(No Glass bead lens) capable of providing total internal reflection

of the light entering the lens face and shall support a load of

13635 kgs. tested in accordance to ASTM D 4280 Type H and

complying to Specifications of Category A of MORTH Circular

No RW/NH/33023/10-97 – DO III Dt 11.06. 1997. The height,

width and length shall not exceed 20 mm, 130 mm and 130 mm

and with minimum reflective area of 13 Sqcm on each side and

the slope to the base shall be 35 +/- 5 degree. The strength of

detachment of the integrated cylindrical shanks, (of diameter not

less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from

the body is to be a minimum value of 500 Kgf. Fixing will be by

drilling holes on the road for the shanks to go inside, without

nails and using epoxy resin based adhesive as per manufacturer’s

recommendation and The color of the marker should be as per

the IRC 35-2015 and as directed by Engineer-in-charge.

108 Retro-Reflective road signs.

Item Item Description Unit Qty. Rate in Rs. Amount

a.) Facility Informatory Sign :-Providing and fixing sign boards Nos 4 5906.48

made out of 2mm aluminium sheet / 4mm ACP (Aluminum

composite Panel); size 80 x 60 cms rectangular as per design of

IRC-67-2012. Pre treated with phospheting process & acid

etching; coated with one coat of epoxy primer and two coats of

best quality epoxy paint ;reflectorised with Micro Prismatic

Grade retro refiectivesheeting of Type-11 as per ASTM D-4956

and latest M.O.S.T.Specifications; 3.6mtr long stand post of 75 x

75 x 6mm / 65NB Circular MS Pipe as required and frame

fabricated from suitable size iron angle of 35 x 35 x 3mm;

painted with bestquality epoxy coatings in black and white bends.

The details of symbol foreach board shall be as per theinstruction

of engineer in charge. The fixing at site shall be in 1:2:4 CC

blockof size 45 x 45 x 60 Cms. for each leg.including excavation,

curing etc.complete under the supervision of engineer in charge.

A warranty for 10 years for the Retro reflective sheeting from

original manufacturer & a certified copy of 3 year outdoor

exposure test report from third party test lab for the product

offered shall be submitted by contractor. (A) Class-C Type-11

Retro Reflective sheeting

b.) Regulatory / Mandatory Sign :-Providing and fixing sign Nos 2 4618.73

boards made out of 2mm aluminium sheet / 4mm ACP

(Aluminum composite Panel); size 60 cms Dia Circle as per

design of IRC-67-2012. Pre treated with phospheting process &

acid etching; coated with one coat of epoxy primer and two coats

of best quality epoxy paint ;reflectorised with Micro Prismatic

Grade retro refiectivesheeting of Type-11 as per ASTM D-4956

and latest M.O.S.T.Specifications; 3.6mtr long stand post of 75 x

75 x 6mm / 65NB Circular MS Pipe as required and frame

fabricated from suitable size iron angle of 35 x 35 x 3mm;

painted with bestquality epoxy coatings in black and white bends.

The details of symbol foreach board shall be as per theinstruction

of engineer in charge. The fixing at site shall be in 1:2:4 CC

blockof size 45 x 45 x 60 Cms. for each leg.including excavation,

curing etc.complete under the supervision of engineer in charge.

A warranty for 10 years for the Retro reflective sheeting from

original manufacturer & a certified copy of 3 year outdoor

exposure test report from third party test lab for the product

offered shall be submitted by contractor. (A) Class-C Type-11

Retro Reflective sheeting

Item Item Description Unit Qty. Rate in Rs. Amount

c.) Hazard Marker Sign :-Providing and fixing sign boards made Nos 2 3666.3

out of 1.5mm aluminium sheet / 3mm ACP (Aluminum

composite Panel); size 90x30 cms. rectangular as per design of

IRC-67-2012. Pre treated with phospheting process & acid

etching; coated with one coat of epoxy primer and two coats of

best quality epoxy paint ;reflectorised with Micro Prismatic

Grade retro refiectivesheeting of Type-11 as per ASTM D-4956

and latest M.O.S.T.Specifications; 1.8mtr long stand post of

x 75 x 6mm / 65NB Circular MS Pipe as required and frame

fabricated from suitable size iron angle of 35 x 35 x 3mm;

painted with bestquality epoxy coatings in black and white bends.

The details of symbol foreach board shall be as per theinstruction

of engineer in charge. The fixing at site shall be in 1:2:4 CC

blockof size 45 x 45 x 60 Cms. for each leg.including excavation,

curing etc.complete under the supervision of engineer in charge.

A warranty for 10 years for the Retro reflective sheeting from

original manufacturer & a certified copy of 3 year outdoor

exposure test report from third party test lab for the product

offered shall be submitted by contractor. (A) Class-C Type-11

Retro Reflective sheeting

d.) Direction (Junction) Sign :-Providing and fixing sign boards Nos 2 26572.09

made out of 2mm aluminium sheet / 4mm ACP (Aluminum

composite Panel); size 244x122 cms. rectangular as per design of

IRC-67-2012. Pre treated with phospheting process & acid

etching; coated with one coat of epoxy primer and two coats of

best quality epoxy paint ;reflectorised with Micro Prismatic

Grade retro refiectivesheeting of Type-11 as per ASTM D-4956

and latest M.O.S.T.Specifications; 4.0mtr long (2 Nos.) stand

post of 75 x 75 x 6mm / 65NB Circular MS Pipe as required and

frame fabricated from suitable size iron angle of 50 x 50 x 5mm;

painted with bestquality epoxy coatings in black and white bends.

The details of symbol foreach board shall be as per theinstruction

of engineer in charge. The fixing at site shall be in 1:2:4 CC

blockof size 45 x 45 x 60 Cms. for each leg.including excavation,

curing etc.complete under the supervision of engineer in charge.

A warranty for 10 years for the Retro reflective sheeting from

original manufacturer & a certified copy of 3 year outdoor

exposure test report from third party test lab for the product

offered shall be submitted by contractor. (A) Class-C Type-11

Retro Reflective sheeting

Item Item Description Unit Qty. Rate in Rs. Amount

e.) Men at work (2' x 2') sign :-Providing and fixing sign boards Nos. 4 4962.13

made out of 2.0 mm aluminium sheet / 4 mm ACP(Aluminum

composite Panel); size 60cm x 60cm square as per design of IRC-

67-2012. Pre treated with phospheting process & acid etching;

coated with one coat of epoxy primer and two coats of best

quality epoxy paint ;reflectorised with Micro Prismatic Grade

retro refiectivesheeting of Type-11 as per ASTM D-4956 and

latest M.O.S.T.Specifications; 3.3 mtr long stand post of 75 x

x 6mm / 65NB Circular MS Pipe as required and frame

fabricated from suitable size iron angle of 50 x 50 x 5mm;

painted with bestquality epoxy coatings in black and white bends.

the details of symbol or inscription / numerals for each board

shall be as per the instruction of engineer in charge.The fixing at

site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each

leg.including excavation, curing etc.complete under the

supervision of engineer in charge. A warranty for 10 years for the

Retro reflective sheeting from original manufacturer & a certified

copy of 3 year outdoor exposure test report from third party test

lab for the product offered shall be submitted by contractor. (A)

Class-C Type-11 Retro Reflective sheeting

f.) Danger Plate :-Providing & fixing sign board made out of 2.0 Nos. 4 531.26

mm aluminium sheet / 4 mm ACP (aluminum Composite

Panel), size 30cms diameter circle, pretreated with

phospheting process and acid etching, painted with one coat

of epoxy primer and two coats of best quality epoxy paint

reflectorised with retro reflective sheeting as per latest

M.O.S.T. specifications. A warranty for 10 years for the Retro

reflective sheeting from original manufacturer & a certified

copy of 3 year outdoor exposure test report from third party

test lab for the product offered shall be submitted by

contractor. (A) Class-C Type-11 Retro Reflective sheeting

Item Item Description Unit Qty. Rate in Rs. Amount

g.) Cautionary Warning Sign :-Providing and fixing sign boards Nos. 2 5077.27

made out of 2mm aluminium sheet / 4mm ACP (Aluminum

composite Panel); size 90 x 90 x 90 cms. equilateral triangle as

per design of IRC-67-2012. Pre treated with phospheting process

& acid etching; coated with one coat of epoxy primer and two

coats of best quality epoxy paint ;reflectorised with Micro

Prismatic Grade retro refiectivesheeting of Type-11 as per ASTM

D-4956 and latest M.O.S.T.Specifications; 3.6mtr long stand post

of 75 x 75 x 6mm / 65NB Circular MS Pipe as required and

frame fabricated from suitable size iron angle of 35 x 35 x 3mm;

painted with bestquality epoxy coatings in black and white bends.

The details of symbol foreach board shall be as per theinstruction

of engineer in charge. The fixing at site shall be in 1:2:4 CC

blockof size 45 x 45 x 60 Cms. for each leg.including excavation,

curing etc.complete under the supervision of engineer in charge.

A warranty for 10 years for the Retro reflective sheeting from

original manufacturer & a certified copy of 3 year outdoor

exposure test report from third party test lab for the product

offered shall be submitted by contractor. (A) Class-C Type-11

Retro Reflective sheeting

h.) Distance Informatory / Destination Sign :-Providing and fixing Nos. 2 20918.11

sign boards made out of 2mm aluminium sheet / 4mm ACP

(Aluminum composite Panel); size 180x120 cms. rectangular as

per design of IRC-67-2012. Pre treated with phospheting process

& acid etching; coated with one coat of epoxy primer and two

coats of best quality epoxy paint ;reflectorised with Micro

Prismatic Grade retro refiectivesheeting of Type-11 as per ASTM

D-4956 and latest M.O.S.T.Specifications; 4.0mtr long (2 Nos.)

stand post of 75 x 75 x 6mm / 65NB Circular MS Pipe as

required and frame fabricated from suitable size iron angle of

x 50 x 5mm; painted with bestquality epoxy coatings in black and

white bends. The details of symbol foreach board shall be as per

theinstruction of engineer in charge. The fixing at site shall be in

1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg.including

excavation, curing etc.complete under the supervision of

engineer in charge. A warranty for 10 years for the Retro

reflective sheeting from original manufacturer & a certified copy

of 3 year outdoor exposure test report from third party test lab for

the product offered shall be submitted by contractor. (A) Class-C

Type-11 Retro Reflective sheeting

Item Item Description Unit Qty. Rate in Rs. Amount

i.) Village Name Sign :-Providing and fixing sign boards made out Nos. 2 6313.51

of 2mm aluminium sheet / 4mm ACP (Aluminum composite

Panel); size 90x60 cms. rectangular as per design of IRC-67-

2012. Pre treated with phospheting process & acid etching;

coated with one coat of epoxy primer and two coats of best

quality epoxy paint ;reflectorised with Micro Prismatic Grade

retro refiectivesheeting of Type-11 as per ASTM D-4956 and

latest M.O.S.T.Specifications; 3.3mtr long stand post of 75 x

x 6mm / 65NB Circular MS Pipe as required and frame

fabricated from suitable size iron angle of 35 x 35 x 3mm;

painted with bestquality epoxy coatings in black and white bends.

The details of symbol or inscription/letters / numerals for each

board shall be as per the instruction of engineer in charge. The

fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms.

for each leg.including excavation, curing etc.complete under the

supervision of engineer in charge. A warranty for 10 years for the

Retro reflective sheeting from original manufacturer & a certified

copy of 3 year outdoor exposure test report from third party test

lab for the product offered shall be submitted by contractor. (A)

Class-C Type-11 Retro Reflective sheeting

109 Excavation for foundation in sand, gravel, clay soft soils Cum 3370 486.77

and murrum etc. including shoring, strutting dewatering as

necessary and disposing of the excavated stuff as directed.(A)

Depth upto 3.0 M. and lead upto 100m for 10 Cum

110 Providing and filling in foundation with ordinary Cement Cum 490 3596.68

concrete M-15 mix and providing necessary vertical pin

headers including formwork, vibrating, ramming and curing

111 Dismentaling the existing structure including removing and

stacking the dismentalled materials as and where directed -

RCC work & PCC Work

RCC Cum 300 886.05

PCC Cum 30 13.13

112 Providing and Casting in situ Controlled Cement Concrete Cum 1240 4525.72

M25 for Box Drain and Head walls including necessary

shuttering laying, vibrating, ramming and curing complete.

113 Providing and placing in position FE 550D (With CRS) MT 121 75631.86

TMT bar reinforcement for following items including

cutting bending hooking and tying complete as per detailed

drawing.For RCC Raft & Open foundation.

114 Earthwork for embankment including breaking clods, Cum 2460 152.51

dressing with all lead and lift and including watering rolling

and consolidation of subgrade in layers at O.M.C. to required

dry density including filling the depression which occur

during the process using vibratory roller 8t to 10t. (A) From

borrow pits within land width.

Item Item Description Unit Qty. Rate in Rs. Amount

115 Supplying and fixing reinforced concrete heavy duty non- Rmt 260 3879.11

pressure pipes with collars for culverts including setting and

joining the pipes in C.M. 1:2 watering and laying (To level of

slops of I.S. 458 / 1971 Class NP4 casted by vertically

vibrated technology of following internal diameter. 900mm

116 Providing and laying rubble for appron (Each stone Cum 60 1041.05

weighting not less than 40 kg.) including and packing and

filling in the interestices with quarry spalls. (More than

117 Planting of Trees and their Maintenance (Planting of trees km 3.00 368944.72

by the central verge / Road side and maintaining the plants)

Electrical Lighting Portion

118 Section Feeder Panels no 2 59382.33

Providing and erecting Three Phase IoT GSM/GPRS Central Control & Monitoring

System (CCMS) Panel for Streetlights Smart Feeder Panel with 3 Phase GSM/GPRS

CCMS Streetlight Controller with LCD Display (1 Nos.). Streetlight Controller with

Individual each Phase Control (Energy Saving feature) and Spare relay facility.

Streetlight Controller having 10 years of reserved battery for RTC. With

programmable schedule, month-wise offset settable facility, Astronomic

sunrise/sunset time programming in-built for year long schedule. Operating Voltage

@ 440 V AC with Over Voltage & Short Circuit protection. 2 hour Battery Back-up

for Streetlight Controller. Panel to have 1 Nos. of 3 Phase – Class 1 Energy Meter for

Energy & Fault monitoring on CCMS Web Dashboard. Panel consisting of 3 Nos. of

3 Pole Contactors (3 x 18 A), 7 Nos. of 1 Pole Miniature Circuit Breakers (32 Amp.)

for Bypass, Input / Output supply functionalities, 1 Nos. of 4 Pole Earth leakage

circuit breaker for safety protection. Standard lock & key facility for Panel security.

Door Switch for unauthorized access & tamper detection. Accelerometer for panel

movement detection & tamper alerts. Suitable amount of Wires, Connectors,

Terminal Blocks included in Panel. 16/18 gauge M S with industrial exterior powder

coated PP with seven tank process RAL 7035 All weather-proof Enclosure Panel

having IP65 rating. Waterproof Glands & Grounding Stand included. Dedicated IoT

communication GSM/GPRS SIM Card (with minimum 5 years of recharge) for

Wireless Communication with CCMS Web Dashboard. 5 Years Data Hosting &

Server Charges to be included with CCMS Web Dashboard. Load status, Live

analytics, Energy Meter monitoring (Parameters such as kW, kWH, PF, I, V),

comparative analytics, reports generation facility. Fault detection on web dashboard.

GIS Mapping of CCMS Panel on Web Dashboard. Secured MQTT Communication

for Cloud. Includes Android & iOS Mobile Application. Local communication

facility via Mobile Application in case of GPRS connectivity failure.Panel Should

Have lockable Space to incorporate the 1 nos of the 3 phase energy meter with

its main switches with separate cable entry with separate compartment &

119 SITC of Water Tight Junction Box of Hensel make Cat. No. no 8 3402

KG9003IN ( For Poles ) or equivalent. With necessary clamp

for mounting of the J.B. ( All the cable / wire connections to

the JB shall be with the Water tight Glands only )

Item Item Description Unit Qty. Rate in Rs. Amount

120 SITC of Water Tight Junction Box of Hensel make Cat. No. no 2 11680

MI0301 with 10 sq. mm x 5 pole terminal of Hensel Cat. No.

KLS10 with 3 nos of 6 sq. mm. x 5 pole terminal of Hensel

make KKL06 with 1 no of Mounting plate of Hensel cat. no.

MIMP3 with 4 nos of IP66 Hensel Glands with Din Rail for

FP ELMCB With necessary clamp for mounting of the J.B. (

All the cable / wire connections to the JB shall be with the

Water tight Glands only )

SITC of the MCB's ( 10 KA ) Timers , & Contactors With the

Dinrail Channel

121 providing and erecting Miniature circuit breaker single pole no 200 268.13

0.5A to 2A system and having breaking capacity 10 KA to be

erected in existing box. confirming to IS 8828/1996 with ISI

122 Miniature circuit breaker single pole suitable to operate on no 2 111.13

240 V A.C. system and having breaking capacity 10 KA to be

erected in existing box. confirming to IS 8828/1996 with ISI

6 to 25 A SP MCB

123 Providing & erecting 240 V MCB double pole switch for no 2 297.13

motor & inductive load (C Curve) having 10 KA breaking

capacity & confirms to IS : 8828 in existing box having

following capacity

6 to 32 A DP MCB

124 Approved make ELCBs / RCCBs conforming to IS: 12640 no 2 1950.43

and having sensitivity of 30 mA and Short Circuit withstand

capacity of 6 KA and suitable for operation on single phase

240 V. having characteristic of quick action & tripping with

all advance feature & do not incorporate any electronic

component. for following Max. rating erected as directed

25 to 32A / 30mA/100 mA DP ELMCB

125 40 A / 100 mA DP ELMCB no 2 2213.43

126 Providing & erecting 415 V MCB three Pole for Motor & no 2 582.26

Inductive Load (C Curve) having 10KA breaking capacity &

confirms to IS :8828 in existing box having following

(a) 6 to 32 Amp. Cat.III

127 Providing & erecting 415 V MCB three Pole for Motor & no 2 641.26

Inductive Load (C Curve) having 10KA breaking capacity &

confirms to IS :8828 in existing box having following

(b) 40 Amp. Cat.III

Item Item Description Unit Qty. Rate in Rs. Amount

128 Providing & erecting 415 V MCB Four Pole for Motor & no 2 590.26

Inductive Load (C Curve) having 10KA breaking capacity &

confirms to IS :8828 in existing box having following

6 to 32A FP MCB

129 Supplying & erecting power contactor for time switch no 2 1865.26

complete erected as per direction Cat III

[B] 2 pole 250V 32 Amp.

130 Supplying & erecting power contactor for time switch no 2 2755.26

complete erected as per direction Cat III

[D] 4 pole 440V 40 Amp.

131 Supplying & erecting approved make Digital time switch no 2 3137.43

having lithium cell 6 years operative and operate battery

backup 1 channel day clock with 14 memory programme,

suitable to operate on 240V + 5%, 16A with, floating contacts

Minimum switching setup time 1 minimum & LCD display.

Also comprised permanent ON/OFF switching. Programming

switches & housed in fire proof thermoplastic enclosure &

transparent cover erected as required with necessary

connection erected as directed.

132 Cable Trenches, Manholes & Pipes mt 500 297.95

(B) If additional machinery like hammer driller or JCB use

133 Making trench in soft soil of suitable width of 90 cms deep mt 500 46.46

from the final ground level or road level for laying cable or

locating the fault all over the run and backfilling the same &

clearing the site by removing debris & Shifting of the debris

& making site good As per the Instruction of the Engineer

134 Making trench in Hard murum / Tar Road of suitable width of mt 500 62.62

90 cms deep from the final ground level / road level for laying

cableor locating the fault all over the run and backfilling the

same and making the surface proper. by removing debris &

Shifting of the debris & making site good As per the

Instruction of the Engineer Incharge.

135 Covering of cable with second class bricks laid cover the mt 500 133.31

cable crosswise & also on both sides with covering of 7.

Cms. layer of sand above & below cable (cable shall be laid

in 0.9mtr.deep & 0.4 Mtr.wide trench). Where there are more

than one cable in the trench on either side of the cable, 5 Cms.

over lapping of bricks shall be provided.

136 Driling the road without breaking the road surface (Asphalt) mt 500 411.07

for laying of cable for feeding power supply by making

Suitable size of holes at both ends complete.

(A) Up to 100 mm bore dia

137 Driling the road without breaking the road surface (Asphalt) mt 500 514.09

for laying of cable for feeding power supply by making

Suitable size of holes at both ends complete.

(B) Up to 150 mm bore dia

Item Item Description Unit Qty. Rate in Rs. Amount

138 Construction of brick masonery pulling chamber 1250 mm x no 28 17709

1250 mm inside clear size and depth upto 1.2 meter with

mm thick masonery in cerment mortar proporation 1:5,cement

finish cement plaster in CM proportion of 15 mm thickness

from inside with 150 mm thick PCC at bottom with top slab

minmum 200 mm thickness in M20 grade with reinforcement.

The rate shall be inclusive of providing and fixing frame and

cover of FRC for the Heavy Duty. Rate also inclusive of

excavation and back filling & clearing the site by removing

debris & Shifting of the debris & making site good As per the

Instruction of the Engineer Incharge complete in all respect.

139 Providing & laying. Double walled corrugated pipes (DWC) mt 3000 62.09

of polyethylene(conforming to IS 14930 II ) Anti Rodent type

with necessary connecting accessories of same material at

required depth for laying of cable. below ground / road

surface for enclosing cable with Excavation and backfilling

the same to make ground as per original.

142 Providing & laying approved make ISI marked HDPE 6Kg / mt 200 487.09

cm2 (Class-3) as per IS:4984:1995 PE-80 to be erected at

road crossing on or floor as directed for laying of cable. The

pipes as following size of dia & weight per 6 mtr.

(E) 90 mm inner Dia

143 (F) 110 mm inner Dia. mt 200 725.09

144 Providing and erecting 1.5 mm thick FIA approved and ISI mt 200 32.06

mark (embossed) RIGID PVC PIPES of following size

complete erected with necessary PVC fittings & Junction

boxes fixed with adhesive solution & Clamps with following

type of erection.

For erecting concealed / Open in wall/slab along with

continuous fish wire to draw mains, laid in approved manner

with plastering by cement mortar & finishing the surface to

match the wall/ceiling.

Item Item Description Unit Qty. Rate in Rs. Amount

147 Cables mt 200 215.17

Supply and Laying XLPE(IS:7098) )(I)-88 ISI marked

armored cable of Cu. / Aluminum conductor of 1.1 KV.grade

of following sizes in ground or in pre-laid DWC pipe /

Trenches with necessary cable identification mark to be

provided at distance of 15 mt. & with 2 nos. of 16 SWG G.I.

wire continuous in length per cable.

35 sq.mm x 3.5 c Al. cable

148 25 sq.mm x 4 c Al. cable mt 200 187.12

149 16 sq.mm x 4 c Al. cable mt 2200 150.12

150 10 sq.mm x 4 c Al. cable mt 1500 137.12

151 6 sq.mm x 4 c Al. cable mt 500 123.12

152 Supplying and laying Flexible PVC insulated multistrand mt 1750 44.02

multicore 1.1 kv grade ISI marked copper wires of following

1.50 Sq.mm 3 core round PVC sheathed

153 2.50 Sq.mm 3 core round PVC sheathed mt 750 73.02

154 4.00 Sq.mm 3 core round PVC sheathed mt 200 120.03

155 Cable Termination no 4 150.23

Supplying & fixing Double Compression type Brass glands &

making joint with necessary crimping socket of long nack

type connecting the same to various equipment etc. for the

following sizes:

35 sq.mm x 3.5 c Al. cable

156 25 sq.mm x 4 c Al. cable no 2 126.23

157 16 sq.mm x 4 c Al. cable no 90 107.23

158 10 sq.mm x 4 c Al. cable no 24 90.19

159 6 sq.mm x 4 c Al. cable no 10 62.15

160 4 Sq.mm x 3c Cu. XLPE ARM Cable no 10 51.14

161 Street light Poles no 42 22647

Drawings to be approved by Architect / Consultant/

Supply & Installation of GI Pole made out of B CLASS ERW

G.I. PIPE for road having Height - 8 metre having thickness

of 4.5 mm, 165 mm outer uniform dia., with base plate of

x 450 x 16 mm with stiffener plate with Seprate integral type

junction box ( For Street light ) , with j bolt, necessary

hardware as per detail, with necessary Reducer / Coupler / for

fixing of light fixtures & Hinged access door with welded

chain between pole and hinged door with Allen key require to

access the integral junction box, Fabrication work complete in

all respect as per given detail with one coat of zinc oxide

complete in all respect as per Drawing. Rate shall be

including two coats of PU paint of shade as per drawing or as

directed by Architect ( effective length should be 8000mm

above GF) (Sample to be approved )

Item Item Description Unit Qty. Rate in Rs. Amount

162 Supply & Installation of GI Pole made out of B CLASS ERW no 5 26112

G.I. PIPE for road having Height - 9 metre having thickness

of 4.5 mm, 165 mm outer uniform dia., with base plate of

x 450 x 16 mm with stiffener plate with Seprate integral type

junction box ( For Street light ) , with j bolt, necessary

hardware as per detail, with necessary Reducer / Coupler / for

fixing of light fixtures & Hinged access door with welded

chain between pole and hinged door with Allen key require to

access the integral junction box, Fabrication work complete in

all respect as per given detail with one coat of zinc oxide

complete in all respect as per Drawing. Rate shall be

including two coats of PU paint of shade as per drawing or as

directed by Architect ( effective length should be 9000mm

above GF) (Sample to be approved )

163 Providing cement concrete.for foundation or for concrete no. 113 2260.13

filling in 1:2:4 ratio with 20 to 25 mm stone metal duly

plastered with necessary curing for pole muffing or any other

164 TMT Bar for Pole Foundation Kg. 2260 77.29

165 SITC of Single 1 Mtr G.I.bracket with 2 coat P.U. Paint with no 170 1815

primer (Related To Pole Design).

Note : Sample must be Approved from Client / Architect /

Consultant before supply.

166 SITC of Double 1 Mtr G.I.bracket with 2 coat P.U. Paint with no 5 2145

primer (Related To Pole Design).

Note : Sample must be Approved from Client / Architect /

Consultant before supply.

167 SITC of Three 1 Mtr G.I.bracket with 2 coat P.U. Paint with no 2 2778

primer (Related To Pole Design).

Note : Sample must be Approved from Client / Architect /

Consultant before supply.

Item Item Description Unit Qty. Rate in Rs. Amount

168 Light Fixtures No 84 6502.7

Luminaries with all electrical accessories & it should be

energy efficient, low loss, ortho cyclically wound open

construction copper ballast, ignitor & power factor

improvement capacitor etc are prewired upto the terminal

block & mounted on a removable control gear module for

ease of maintenance. All electrical connections of the control

gear module with the rest of the luminaire should be click fix

& foolproof & require use of no tools. Mounting options

should be for both lateral as well as pole top mounting

Supplying and erecting LED street light / Flood light fittings

with High power White LEDs wattage of 3 Watt and above

assembled on single MCPCB, efficiency more than 130 lm/w

and corrosion free High pressure die cast aluminum housing

with smooth finish powder coated and heat sink extruded

aluminium with diffuser and Polycarbonate optics/ lenses,

with toughened glass with company mark/name engraved or

embossed 160 to 270 V,Power Factor more than 0.95, THD <

10 %, CCT 4000 K,Uniformity ratio >0.45, Luminaire

efficacy> 100 lumens/watt . LED driver efficiency > 85 %.(

fittings required LM-79 & LM-80 certificates)(NOTE: Below

description have shown ranges of Wattage capacity of LED

fittings.The Engineer incharge may select any wattage

capacity between the ranges shown.)

(A) Street Light (IP-65), Surge protection -4KV integral and

,Light must have 440VAC line supply with over-voltage

169 (iv) above160

(vi)above 90 toto120

watts No 84 9019.7

170 Supplying and erecting LED street light / Flood light fittings No 20 6029.7

with High power White LEDs wattage of 3 Watt and above

assembled on single MCPCB, efficiency more than 130 lm/w

and corrosion free High pressure die cast aluminum housing

with smooth finish powder coated and heat sink extruded

aluminium with diffuser and Polycarbonate optics/ lenses,

with toughened glass with company mark/name engraved or

embossed 160 to 270 V,Power Factor more than 0.95, THD <

10 %, CCT 4000 K,Uniformity ratio >0.45, Luminaire

efficacy> 100 lumens/watt . LED driver efficiency > 85 %.(

fittings required LM-79 & LM-80 certificates)(NOTE: Below

description have shown ranges of Wattage capacity of LED

fittings.The Engineer incharge may select any wattage

capacity between the ranges shown.)

(B) Flood Light (IP-65), Surge protection -4KV integral and

,Light must have 440VAC line supply with over-voltage

(iii) Above 60 to 90 watts

171 (iv) above 90 to 120 watts No 5 7196.7

172 (vii) above 200 to 250 watts No 5 10712.7

Item Item Description Unit Qty. Rate in Rs. Amount

173 Earthing no 2 2549.78

Plate Type Earthing

Supplying & erecting funnel type earthing having earth plate

of following size burred in specifically prepared earth pit

mtr. below ground with 40 kg. charcoal and salt with alternate

layers of charcoal & salt, 20mm.dia. G.I. pipe with Funnel

with a wire mesh for watering & bricks masonry block, C.I.

Cover complete as per para 7.3 of IS 3043 with necessary

length of double Galvanised Iron / copper earth wire No

SWG bolted with lug to the plate and covered in 12 mm dia.

G.I. pipe 2.5 mtr long complete connected to the nearest

switch gear with end socket as per direction & duly tested by

earth tester confirming to IS (As per drawing) with following

(B) With 45 x 45 x 0.35 cms. C.I. earth plate

174 Chemical Type Earthing no 20 5706.82

Supplying & erecting in earthpit of minimum bore dia.

225mm size , approved make Safe Earthing Electrode

consisting Pipe-in-Pipe Technology as per IS 3043-1987 made

of Copper Pipes having Outer pipe dia of 50mm having

Inner pipe dia of 40 mm , connection terminal dia of 14 mm

with constant ohmic value surrounded by highly conductive

compound with high charge dissipation suitable for following

type of applications.

(b)For Electrical installation up to 11 KV in normal soil.

Length of Pipe : 2.00 mtrs

Back filling Compound :1 no. Bag of 25 Kg.

175 Pipe type earthing with 40 mm dia 2.5 mtr long 'B' grade G.I. Ea. 8 816.28

pipe with necessary coupling buch buried in specially

prepared earth pit & G.I. earth wire of 8 SWG erected &

connected as directed (For panel)

176 Earth wire/strips : Kg. 100 77.17

Supply and laying required size Cu/GI. earthing strips for

interconnecting the earthing stations, panels, section piller

etc. in built up trenches, on walls/ceiling, buried in ground

generally as specified and shown on drawings complete with :

a) Fixing accessories.

b) Corrosion protection of buried conductors with bituminous

coating and covered with PVC tapes.

25 x 3 mm GI. strip

177 No.8 gauge bare cu. earth wire Kg. 50 787.34

178 No.8 gauge bare GI. earth wire Kg. 700 77.17

179 Miscellanious No 2 5000

Liason / Follow UP with Supply Co.

Filling the necessary application to supply co. following up

and getting the supply filling the necessary test report to the

supply co. inclusive. All official fees including security

deposits will be paid by the client and out of pocket expenses

shall be of contractor.

More than 10 KW

Item Item Description Unit Qty. Rate in Rs. Amount

180 Removing & Relaying Lot 1 100000

Dismantling and removing of existing Section feeder pillar

and deposite to the store as per GMC / Client Engineer

181 Removing of existing pole, Pole Foundation, Light Fixtures, Lot 1 100000

High Mast, Cables & Shifting to the Clients store carefully.

Written concent to be taken from the clients engineer for

material submitted at store. Any ambiguity in this matter will

be at contractors scope. Scope also includes the temporary

illumination work ehere ever contractor removes the pole,

where ever dark patch is there & Where the old power

source is available, proper nos. of temporary Street light /

flood light for illumination of entire road length shall be

provided and lux level should be maintain Average 25-

35lux, arranged & maintained by the agency till the new

poles are commissioned and put in working order.

182 Providing , erecting , fabricating the M.S. structure as per Kg 1000 65

requirment on site incorporatingproper size of M.S. angles,

flats, bars, channels, pipes, sections, Sheets & for the pole

swaging with the suitable dia pipe complete with cutting,

welding, grinding & finishing duly painted with two coat of

redoxide with erection on site as per direction of engineer in

charge with necessary gouting, cementing, plastering &

finishing complete as per the instruction of the engineer

PROVIDING AND LAYING WATER SUPPLY LINE AT DHRANGADHRA L.C. 48A OF GUDC AREA

183 Excavation for pipe line trenches distribution network, valve

chambers for all required gradient and line including safety

provisions using site rails and stacking excavated stuff

including up to all required lead cleaning the site etc.

complete for all lifts and strata as specified.

In all sort of soils and soft murrum m3 1080 102.35

184 Providing and supplying DI K-9 grade pipe with EPDM

gasket for following nominal bore diameter with internal

cement mortar lining including all taxes, insurance,

transportation, freight charges, octroi, inspection charges,

loading, unloading, conveyance to site, stacking etc.

complete. (IS 8329-2000).

200 mm dia. DI pipe (K-9) Rmt 450 2239.00

250 mm dia. DI pipe (K-9) Rmt 405 2998.00

185 Lowering, laying and jointing DI Pipes of various classes with

specials of following diameters in propoer position grade and

alignment as directed by Engineer in charge.

200 mm dia. DI pipe (K-9) Rmt 450 113.85

250 mm dia. DI pipe (K-9) Rmt 405 146.05

Item Item Description Unit Qty. Rate in Rs. Amount

186 D.I. Specials - Manufacture, Supply,Delivery of Ductile Iron

flanged Socket Spigot Bends, tees,reducers or any other

specials as per BS-EN-545/1995 Class-A series K12 suitable

for use with D.I Pipes manufactured as per IS:8329/1994

delivery of specials to site of works any where in Gujarat

including fixing, all taxes, loading, unloading, carting,

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

For 100 to 300 mm dia Kg 1041 148.00

187 Providing and laying cement concrete M20 for thrust block 3 80 4280.89

and encasing including formwork but excluding the cost of

reinforcement with curing etc. complete, as directed.

188 Labour charges for making hole below road 'surface at Rmt. 200 641.35

required of required size with hand tools 'including refiling

after completion of laying and 'testing of pipe line below

mm dia. of pipe.

189 Providing TMT Bar Fe-500/500D reinforcement bars for R. MT 3 76214.60

C. C. work including bending, binding and placing in position

complete upto floor two level.

190 Providing and laying cement concrete 1:2:4 ( 1 cement : 2 m3 1 3631.49

coarse Sand :4 Graded stone aggregate 20 mm nominal size)

and curing etc. complete excluding cost of form work.

191 Providing,supplying, fixing, Lowering, laying & jointing ISI

mark Ductile Iron D/F manually gear operated SLUICE

VALVE including taxes, insurance, transportation, fright

charges, Octroi Inspection, charges, loading , unloading,

conveyance to site stacking, etc. complete valve with ISI mark

PN 1.0 with hand wheel /cap operated (PD Type Short

192 Providing and supplying CI/DI Tamper proof /Bi Stream Air

valves with SS 304 Float gun metal nozzle of approved make

& quality of following class and diameter including all taxes,

transportation, freight charges, octroi, inspection charges,

loading, unloading, conveyance to the departmental stores,

stacking etc. complete.

With isolating sluice valve PN

193 Lowering, laying and jointing in position following C. I. / D/F

Reflux valves, Butterfly valves, Sluice valves and Air valves

including cost of all labour, jointing material, including nut

bolts and giving satisfactory hydraulic testing, etc. complete.

Item Item Description Unit Qty. Rate in Rs. Amount

Air valves double ball Flanged No. 1 435.85

(b) 80 mm dia No. 1 472.65

194 Refilling the pipeline trenches including ramming, watering, 3 1045 25.30

consolidating disposal of surplus stuff as directed within a

radium of 3 Km.

195 Excavation in bituminous road / RCC Road RCC with Smt 1640 358.23

blasting, breaking, chiseling, or by chiseling/breaking only as

per required gradient and line including safety provisions

using site rails and stacking excavated stuff including up to all

required lead cleaning the site etc. complete for all lifts as

196 Construction of chambers in brick masonary, locally available

in C.M. 1 : 6, foundation concrete 150 mm thick in C.C. 1:4:8

of trap metal size 25 mm to 40 mm thick, inside cement

plaster in C.M. 1:3 and cement pointing outside in C. M. 1 :3

& top cover of precast RCC slab 100 mm thick upto 1 mt.

depth from G.L. but excl. cost of excavation and refilling.

With cast in situ RCC slab in two piece with fixing FRC

frame and cover etc. complete(excluding cost of frame &

cover ) with 23 mm thick brick masonary wall in C.M.1:6

(1) For Sluice Valve & Air Valve

a).0.9 x 0.9 mt. and 1.0 mt. deep chamber No. 2 8898.70

b) for 1 m. extra depth Rmt. 3 5150.85

197 Providing F.R.C. MH seat cover incl. carting to the work site No. 3 2380.00

etc. comp. Directed.

F.R.C. Extra Heavy Duty (EHD-35) machinehole Covers &

Frames Cover: 728mmø & 100 mm thick circular cover,

35.00MT load design,100 x 2mm MS flat all round,16mm

øplain round bar for lifting the cover & should be fitted with

plastic cups. Frame:560mm ø clear opening, -888 x 888 x

175mm. On the upper periphery off rame 25x3 mm wide MS

flat should be well embed in concrete to protect the edges off

rame. FRCE.H.D.-35 machinehole cover & frame described

198 Demolition and disposal of unserviceable materials with all m3 100 593.35

i) Unreinforcement Cement Concrete

199 Demolition including stacking of serviceable materials and

disposal of unserviceable materials with all lead and lift

i) R.C.C. Work m3 100 1030.81

Item Item Description Unit Qty. Rate in Rs. Amount

200 Demolition of Brick work and stone masonry including

stacking of serviceable materials and disposal of

unserviceable materials with all lead and lift

i) In Cement Mortar m3 100 536.09

Providing and Laying Sewerage Line At Dhrangadhra L.C. 48A (Length - 410 m) of GUDC Area

201 Excavation for trenches with shoring & strutting if required

as per required gradient and line including all safety provision

using site rails and stacking excavated stuff including up to all

required lead cleaning the site etc. complete for all lift and

strata as specified.

In all sort of soils and soft murrum

202 Dewatering In all sort of soils and soft murrum, hard murrum

and boulders, soft rock, up to 1.5 mt. depth from G.L Extra

for Dewatering in all sorts, of Strata's for each 1.5 mt. or Part

there of Betood 1.5 mt. depth.

203 Providing bedding including ramming, watering, cu.m. 30 378.35

consolidating etc. Complete as per standard and instruction of

engineer incharge. As above with required quality Sand

brough from outside including all lead.

204 Providing and laying cement concrete 1:2:4 ( 1 cement : 2 m3 35 3631.49

coarse Sand :4 Graded stone aggregate 20 mm nominal size)

and curing etc. complete excluding cost of form work.

205 Providing and supplying ISI Standard R.C.C. pipes

(Horizontal Cast) of Sulphate Resisting Cement) in standard

lengths of following class and diameter suitable for either

collar joints or rubber ring joints including all taxes,

insurance, transportation, freight charges, octroi, inspection

charges, loading, unloading, conveyance to departmental

stores, stacking etc.

Note : One collar should be supplied with each full length

plain ended RCC pipe, cost included in rates below. One

rubber ring should be supplied with each full length socketed

pipe, cost included in rates below.

As Directed by Engineering in charge.

206 Lowering, laying & jointing R.C.C pipes in C.M. 1:1.5 for

following dia in proper position , grade and alignment as

directed by Engineer -in-charge including conveyance from

store to site of work. Labour giving Hydraulic testing as per

R.C.C. PIPES (At any Depth)

Item Item Description Unit Qty. Rate in Rs. Amount

207 Providing and constructing Sewer manholes as per the type

design in brick masonary in C.M. 1 : 5 and inside and outside

20 mm thick plastering in C.M. 1:3 necessary 100 mm coping

with reinforcement in R.C.C. M 200, providing and fixing C.I.

steps and fixing manhole frame and covers (But excluding

supply of manhole frame and covers) over manholes etc.

complete, providing and fixing safety chain wherever

necessary as per the stipulations in the type design complete

as per latest CPHEEO manual. (excl. excavation)

a) Manhole type "B" circular type having inside diameter of No. 14 24283.40

1500 mm and for depth from 1.5 m to 4.0 mt. (For 150 mm to

600 mm dia sewer)

Manhole type "B" as above but upto 1.5 m depth

b) Extra depth beyond 1.5 mt. but upto 4.0 mt. depth for type Rmt. 28 14159.95

"B" manhole above.

208 RCC Precast M.H Fram & cover- Rcc precast M.H. Fram & No. 14 2294.00

Cover Manufacture, supply & Delivery of store or at site of

work precast RCC M 200 Fram & cover suitable to drainage

M.H and as per type design & Drawing including cost of

reinforcement M.S Angies or flat, curing mold work etc.

Heavy duty (i) Frame suitable for 50 cm opening of MH (ii)

Cover suitable for 50 cm opening of MH

209 Refilling the pipeline trenches including ramming, watering, cu.m. 3045 25.30

consolidating disposal of surplus stuff as directed within a

radium of 3 Km.

210 Making connection to the ex. M.H. in running sewer incl.

Dewatering and other required machinery etc. of following

dia pipes at any convenient time. All damaged work shall be

well repaired as per instructions. etc. complete.

211 Excavation in bituminous road / RCC Road RCC with Smt. 1750 358.23

blasting, breaking, chiseling, or by chiseling/breaking only as

per required gradient and line including safety provisions

using site rails and stacking excavated stuff including up to all

required lead cleaning the site etc. complete for all lifts as

212 Dewatering by pumping set of required capacity including HP/hr 54000 21.07

temporary platform carting pumping at site and fixing the

same in position including all accessories, and fuel and labour

Pump set of capacity

Item Item Description Unit Qty. Rate in Rs. Amount

I/We am / are willing to carry out the work at ....................................................................... % above/ below percent (Should be

written in figures and words) of the estimated rate mentioned above. Amount of my / our tender works out as under.

(A) Estimated Amount Put to Tender = Estimated Amount Put to Tender =

(B) Deduct…........... % below Add…........... % Above

(C) Net tendered amount (A - B) = Net tendered amount (A - B) =

(* Please strike out whichever is not applicable)

1 All work shall be carried out as per public works Department Handbook and other specifications of Division or as

2 All the columns is Schedule should be filled in ink and the total of the entries in the last column should be struck by

the contractor under his signature.

3 Rates quoted include clearance of site (Prior commencement of work and as its close) in all respects and hold good for

work under all conditions, site, moisture, weather etc.

4 To be Continued on additional sheets, if found necessary.

5 The Labour Cess shall have to be deducted from payable bill as per prevailing Rules.

6 For abnormal high or law rates payment of such items shall be regulated as per Govt. circular No. PARACH /

/ 61 / S, Dt. 27/11/2008 attached with tender papers.

Signature of Contractor