Public Works Department Tender
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Public Works Department - PWD Tender
Electrical Works
Opening Date29 Jul 2020
Closing Date20 Aug 2020
Tender Amount₹ 1,79,45,60,000
Costs
EMD
₹ 5,00,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
66658Tender No
66658Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.cg.nic.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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(ii) PCC Grade M20
393.69
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Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement as per IRC:58 over a prepared sub-base, coarse and fine aggregate conforming to IS:383 and graded as per table 600-3 mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip 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 clause 602.) (i) With Cement concrete grade M-40 and minimum cement content @ 400 kg/cum.
113679
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Kilo Meter Stone (Reinforced cement concrete M15grade kilometer stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)
5th kilometer stone (precast)
8
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Supply, installation, testing and commissioning of 4 pole (3 phase + neutral) aluminium bus bars in existing cubicle type compartmentalized wall/ floor mounted panel board along with suitable size and shape insulators, necessary bolts and nuts etc complete as per specification. 100 amp (20x5mm)
28
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Supplying and fixing G.I. pipe along with wall or pole/ support with 2 Nos MS clamps for protection of under ground cable in approved manner including bolts and nuts or metal dash fasteners complete as per specification. 80 mm dia
150
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Ordinary hactometer stone (Precast)
141
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Painting on Concrete Surfaces
A Two coats on new surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered
concrete surfaces)
10941.6
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Taking exploratory boring 100 mm dia at the location of piers and abutments or for high embankments in approaches in all types of strata as per I.R.C. 78-1983 and section 2400 of specifications.
(i) Upto 1.0 m below bed level
43
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Excavation in Soil (by Mechanical Means.)
Excavation for roadway in soil using mechanical means including loading in tipper for carrying of cut earth to embankment site and unloading with all lifts and lead upto 1000 meters as per relevant clauses of section 300.
265507.06
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Transportation of metal i/c loading & unloading For a lead upto 1 Km.
40248.26
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Overhead Signs (Providing and erecting overhead signs with a corrosion resistant aluminum alloy sheet reflectorized with high intensity retro-reflective sheeting of Micro prismatic grade type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.6 over a designed support system of aluminum alloy or galvanized steel trestles and trusses of sections and type as per structural design requirements and approved plans) Truss and Vertical Support
134
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Supplying and laying 6 SWG G.I. wire at 0.50 metre below ground level for conductor earth electrode, including soldering, excavation and refilling the trench etc. as per specification.
6000
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Providing and laying Filter material underneath pitching in slopes complete as for drawing and Technical specification including trimming of slopes to proper profile and preparation of bed as per section 2504.
62.59
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Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate s
456.4
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Providing and laying Pitching Stone/Boulder on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications as per clause 2504.
2036.63
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Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in drain/cover/chamber complete as per Drawing and Technical Specifications.
185.91
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Embankment Construction with Fly ash/Pond ash available from coal or lignite burning Thermal Plants as waste material. (Construction of embankment with fly ash conforming to table 1 of IRC:SP:58-2001 obtained from coal or lignite burning thermal power stations as waste material, spread and compacted in layer of 200mm thickness each at OMC, all as specified in IRC:SP:58-2001 and as per approved plans.)
105042.3
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Supplying and laying ISI marked double wall HDPE pipe (IS 14930 Part II) having carrugation on the outer wall and plan surface on inner wall in ground below road, path etc at a depth not less than 40 cm and upto 90 cm including excavation, dismantling of road if required and refilling the trench with excavated material, ramming and making the surface good etc. as per specification. 63 mm outer dial and 50 mm inner dia
6000
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Sand Filling in Foundation Trenches as per Drawing & Technical Specifications.
1861.9
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Metal Beam Crash Barrier
Type - B, "THRIE" : Metal Beam Crash Barrier (Providing and erecting a "Thrie" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm s
300
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Construction of embankment with Material Obtained from Borrow Pits/Borrow Area (Construction of embankment with approved material/selected soil having C.B.R.5 (unless specified otherwise in the contract) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2)
257187.73
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Providing and laying M-30 grade Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification and as per relevant sections 1500, 1600, 1700 and 2704
143.1
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SUB-STRUCTURE
Providing and laying Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications section 1500, 1700 and 2200 (Newly laid concrete shall be covered by gunny bags).
(D) Height upto 5m
(a) Using concrete Mixer (i) P.C.C. Grade M-15
601.71
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Providing and laying filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MORTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full hight compacted to a firm condition complete as per drawing and technical specification 710.1.4 of I.R.C. 78 and 2200
593.56
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Tubular Steel Railing on Precast RCC posts, 1.2 m high above ground level (Providing, fencing and erecting 50 mm dia painted steel pipe railing in 3 rows on precast M-20 grade RCC vertical posts1.8 meters high (1.2 m above GL) with 3 holes 50 mm dia for pipe, fixed 2 meters centre to centre, complete as per approved drawing)
10924
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PCC M-20
210.73
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Road Markers/Road Stud with Lens Reflector (Providing and fixing of road stud 100x 100 mm, die cast in aluminum, resistant to corrosive effect of salt and grit, fitted with lens reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BIS:873, part-IV:1973)
2650
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Construction of sub-grade with Material Obtained from Borrow Pits/Borrow Area (Construction of sub-grade with approved material/selected soil having C.B.R.8 (unless specified otherwise in the contract) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2)
413418.78
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification 710.1.4 of I.R.C. 78 and 2200
(i) Granular material
2317.88
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Supplying, installation, testing and commissioning of following 230/250 volts LED street light fitting with all accessories like driver, heat sink made of die cast aluminium with IP 66 protection and 15 KV surge protection on pole bracket, including connection, earthing, Separate housing for driver etc complete as per specification and P.F. should be greater than 0.9. LED chip efficacy ratio ≥ 120 lumens /watt. 210 watt
440
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Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/return wall with 100 mm dia. AC pipe, extending through the full width of the structure with slope of 1 V: 20 H towards drawing face. Complete as per drawing and Technical specifications section 2706 and
2200.
227.8
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D, b, (iv) RCC M-35
485.3
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Providing and laying cement concrete for plain concrete/ reinforced concrete i/c form work, shuttering complete in as per drawings and specifications.( For Village roads) P.C.C. M-15
819.3
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Supply and fixing following street light pole bracket on existing pole made out of 50 mm dia MS "B" class pipe welded to 300 mm long MS pole canopy of suitable dia at a angle of 102.50 including having MS triangular stiffner of size 150 X 50 X 5 mm thick, making arrangement for tightening the bracket with pole by providing suitable size heavy duty nuts and bolts in canopy, painting with one coat of approved steel primer etc. as per specification. Triple Over Hang 1.50 metre Long
20
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Pre-stressed / Reinforced cement concrete grade M-20 & above
580.5
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4 x 16 sq. mm.
6000
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Providing and laying Plan/Reinforced cement concrete in foundation complete as per drawing and technical specifications section 1500, 1700 & 2200
D, b, (i) RCC M-20
264.26
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i) (Construction of RCC open drain 1.0m x 1.0m inside dimension lined with 150 mm thick RCC M-20 walls, 150 mm thick CC M-20 foundation, over 100 mm thick (Av) leveling course in PCC M-15 including excavation , dressing of sides and bottom, provision of HYSD reinforcement consisting 10 mm dia horizontal bars @ 150 mm c/c and L-shaped 10 mm dia vertical bars @ 150 mm c/c (L=1400 mm) including cutting, bending and binding wire, placing in position, providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications.
26150
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Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification sections 1500, 1600 and 1700 (Newly laid
concrete shall be covered by gunny bags).
( B) RCC Grade M 30
I For Solid Slab Super Structure (a) Using Concrete Mixer
(ii) Height 5m to 10m
1296.9
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800 X 600 MM rectangular
52
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Tubular Steel Railing on Medium Weight steel channel (ISMC series) 100mm x 50mm (Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 meters high above ground, 2 m centre to centre, complete as per approved drawings)
21640
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Supplying and laying following sizes one number FRLS PVC insulated /XLPE, PVC sheathed, steel armoured, aluminium conductor power cable of 1.1 KV grade in existing RCC/ HUME/ STONEWARE/ METAL/ HDPE pipe as per specification, IS: 1554 (1988, Part 1) & IS: 7098 (1988, Part 1) 3.5 x 35 sq. mm.
1100
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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specification
311.02
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Fabrication, supply, installation, testing and commissioning of cubicle type compartmentalized wall/ floor mounted power cum control panel board of specified size and following depth made out of not less than 2 mm thick CRCA MS powder coated sheet with suitable size compartments for bus bars, switchgears and necessary cutouts for voltmeters, ammeters etc as per specifications including powder coating painting but without busbars, switchgears and other accessories etc complete as per specification. Above 300 mm and upto 450 mm deep
7
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Compacting Original Ground supporting embankment Loosening, leveling and compacting original ground to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at O.M.C. and then compacted by rolling so as to achieve minimum dry density as given in table 300-2 for embankment construction.
20097
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For ammeter
7
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Providing maintenance free earthing with following size GI pipe including making bore pit of minimum 150mm dia, providing and laying approved make Earthing Electrode of Pipe-in-Pipe technology as per IS 3043(R 2016) -1987 made of corrosion free G.I. Pipes having outer pipe of 80mm dia and inner pipe of 50mm dia and filling with specified qty highly conductive compound around pipe and above that with soft soil in bore pit complete and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. as per specification: With 2 metre long GI Pipes and 25 kg back filling compound.
230
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Granular courses
35983.75
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Construction of Embankment with Material Deposited from Roadway Cutting (Construction of embankment with approved materials having C.B.R.5 (unless specified otherwise in the
contract) deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2)
4474.57
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Providing & Fixing Hazard Marker Type-2 Partial Retro Reflective Size 0.30 x 0.90M made of 16 gauge (1.6 mm) thick mild steel sheet Confirming to IS:2062 Painted with one cast of Zinc Chromate Stoving Primer and two coats of Black Stove Enamel (Oven Baked) paint with 10 cm bands of yellow Retro- Reflective Sheeting of Engineering Grade pasted a per IRC:79 including one MS angle Iron post of size 50x50x5 mm of 1.65 meter long duly painted with synthetic enameled paint block including bolts and
fixing the same in M-15 concrete black of size 30x30x30cm, including transportation etc. Complete.
32
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i) Up to 3m depth I/C DEWATERING (ADD20% OF ABOVE RATE)
Pier P1 ,
3654.37
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Supplying and drawing following sizes of FRLS PVC insulated copper conductor, multi strand wire in the existing surface/ concealed, FRLS PVC conduit / PVC casing caping as per specification and IS: 694 (2010) 3 x 2.5 sq. mm
5500
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Providing & Fixing Delineator made of M.S. Hollow Rectangular Pipe (Conforming to IS: 4923) of cross section 96mmx 48mm of 1.20 meter length. The top of the hollow pipe, welded and closed with 16 gauge M.S. Sheet. The height of the Delineator above ground level should be between 0.8 meter and 1.0 meter. The bottom of the delineator should be provided with holdfast of length 15cm on each side. Delineator should be painted with coat of Zinc Chromate stoving Prime and two coats of Black Stove Enamel (Oven Baked) paint with 3nos. 15 cm bands of white Retro-reflective Sheeting of Engineering Grade pasted around the pipe and 2 Nos. High intensity Grade Retro-reflective Sheeting of size 8 cm x 10cm pasted on the top of each side of Delineator and treated With HLVA & fixing the same in M-15 grade concrete block of size 30x30x30cms including transportation etc. complete. The construction and placement of the delineator must be as per IRC: 79-1981.
480
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Levelling course for Pile cap (Providing and laying of P.C.C.M- 15 levelling course 100mm thick below the pile cap.)
24.75
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(iii) Above 6 m depth (i/c Dewatering)
7042.66
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Supplying and fixing TPN and earth, 440 volts, industrial type, socket outlet, enclosed metal plug top along with MCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket out let and complete with connections, testing and commissioning etc. as per specification. 32 Amp with “C” curve TP MCB
42
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Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in super-structure complete as per drawing and technical specifications
172.28
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Providing and fixing 4 pole, 415/500 volts following rating (AC-1 Duty) power contactor in existing starter/ cubical panel including, connections, testing and commissioning etc. as per specification. 100 amps
7
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Erection of GI octogonal/ tubular/conical pole on existing cement concrete foundation having grouted bolts and nuts, aligning in true vertical position as per specification. 10 metre high
220
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Providing and fixing penal mounting digital type ammeter of size 100x100 (NS) in existing cubical panel including, connections, testing and commissioning etc. as per specification
7
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Aluminum alloy plate for over head sign
161
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Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Concrete Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick
including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-1997. The finished surface to be level, uniform and free from streaks and holes.)
Over 10 cm in width
10471.06
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Plain cement concrete complete as per drawing and Techical Specifications.
PCC M-15
24.08
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Providing and Fixing of Av. 20mm thick Granite plate including cutting and polishing and inscribed details as per approved drawing i/c engraving the matter as desired.
6
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Providing & Fixing tree studs in Square/ Round shape of 4” side/diameter made of 2 mm aluminum substrate (Confirming to IS:736 -Material Designation, 24345 or 1900) end reflective surface of High Intensity grade as specified in section 801.3 of MORT&H duly treated with HLVA and fixing the same with four Nos. high strength nails confirming to 1S:1367 on trees at site each.
50
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Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MORT&H specifications complete including all accessories as per drawing and Technical Specifications section 2000 and 2200
601744
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Supplying and fixing SP MCB, 240 volts, 'B' curve, suitable for lighting and other loads in the existing MCB DB complete with connections, testing and commissioning etc. as per specification. 6 amps to 32 amps
549
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Supplying and fixing of double over hang (Arm) 1500 MM (long)x50 mm dia decorative GI street light pole bracket made out of GI "A" Class pipe welded to 300 MM Long GI Pole canopy of suitable dia at angle of 102.50 Degree including having GI triangular stiffner and making arrangement for tightening the bracket with pole by providing suitable size heavy duty nuts and bolts in canopy including FRP Dome on existing pole etc. as per enclosed drawing and as per direction of engineer-in-charge.
200
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Supply of hot dipped galvanized (in single dip to minimum 75 micron) octogonal pole made of 3mm thick steel grade E-350 sheet having window and flush cover with locking arrangement at suitable height from base for cable termination block, pole suitably reinforced with welded steel section at window cut section to make the strength of pole unaffected, with following minimum specifications with 4 way terminal connector including 4mm thick anchor plate, 4 nos 24mm dia foundation bolts of EN8 grade, and as per IS 2062 & BS EN: 10025. (designed for wind speed upto 180km/hr, IS: 875 Part 3) 10 metre high, dia 175mm at bottom and 90mm at top, base plate size 275x275x16mm, foundation bolts 750mm long
220
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Providing and fixing penal mounting 230 volt LED type indicating lamp in existing cubical panel including, connections, testing and commissioning etc. as per specification.
7
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Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials separately and as per relevant clauses of section-200.
7322.5
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Granular Sub-base as per Table:- 400-1
ii) Construction of granular sub-base by providing close graded Material, , carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401 Plant mix method (with Mechanically crushed stone only) Grading-IV Material
73487.69
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Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in foundation complete as per drawing and technical specifications as per section 1600.
235.58
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Ordinary Kilometer stone (Precast)
23
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Providing and fixing guard stones 200 x 200 x 900 mm made of precast RCC M-20 grade fixed at 300 mm into the ground in P.C.C. 1:3:6 blocks of size 400 x 400 x 400 mm and given two coats of paint with white and black bands including excavation.
3564
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Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specifications per clause 1100,1500 and 1700.R.C.C. GRADE M-35
208.91
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Excavation for Structures Earth work in excavation of foundation of structures as per drawing and technicalspecification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bo
Add extra 20% in the rates of above items for dewatering (Assessment of dewatering shall be made as per site condition )
(I) Ordinary soil i) Up to 3m depth EXCLUDING DEWATERING
10318.51
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Construction of flexible apron 1 m thick Comprising of loose stone boulders weight not less than 40 kg beyond curtain wall.
389.81
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Providing & fixing pvc speed braker with yellow and black colour pattern with epoxy grout having size 350X250X50 mm complete in all respect with approval of Engineer In Charge.
448
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Drainage Spouts complete as per drawing and Technical specifications of section 2705
328
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Painting on kerbs in black and yellow alternate bands including cost of material and labour complete as per drawings and specifications as per clause 803.
312.8
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Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their autho
157.2
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Planting Permanent Hedges including Digging of Trenches (Planting permanent hedges including digging of trenches, 60 cm wide and 45 cm deep, refilling the excavated earth mixed with farmyard manure, supplied at the rate of 4.65 cum per 100 meter sand supplying and planting hedge plants at 30 cm apart.)
5406
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Providing and laying priming coat for thermoplastic road marking on concrete surface.
10471.06
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(vii) RCC Grade M30
5241.65
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Providing and fixing penal mounting selector switch in existing cubical panel including, connections, testing and commissioning etc. as per specification. For voltmeter
7
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Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia., across the road ( new construction ) , extending from drain to drain in cuts and toe of slopes to toe of slopes in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipes as per IRC: 98- 2011, bedded on a 0.3 m thick layer of granular material free of rock pieces , outer to outer distance of pipes at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts ,joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per
IRC:98-2011 and approved drawings Triple row for three utility service
150
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Designing and providing suitable RCC foundation in Cement Concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) for 3 mere to 12 metre high GI octagonal pole including steel reinforcement form work, embeding 2 nos 50mm dia PVC pipe for cable entry in each foundation, excavation disposal of surplus soil and curing etc. as per specification.
94.5
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Providing and laying boulder apron on river beb for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification as per clause 2503.
40.27
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4 x 25 sq. mm.
7000
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Supplying, fitting and placing HSD (High Strength Deformed Steel) bars reinforcement in sub-structure complete as per drawing and technical specifications section 1600 and 2200.
1204.67
-
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Direction and Place Identification signs upto 0.9 sqm size board.(Providing and erecting direction and place identification retroreflectorizedsign as per IRC:67-2012 made of icro prismatic grade
type reflective sheeting vide clause 801.3, fixed over aluminum sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60cm, 60cm below ground level as per approved drawing)
MADE OFCLASS C MICRO PRISMETIC GRADE SHEETING OF TYPE XI FOR NH & SH
5.4
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(iii) Beyond 5.0 m depth
630
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900 MM equilateral triangle
44
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Construction of Median and Island with Soil Taken from Roadway Cutting (Construction of Median and Island above road level with approved material deposited at site from roadway cutting and excavation for drain and foundation of other structures, spread, graded and compacted as per clause-408.)
8894.81
-
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Filler joint
B) Providing & fixing 20 mm thick compressible fiber board ( 12 m long x 25 cm deep ) in expansion joint complete as per drawing & Technical Specification.
2468
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D, b, (iii) RCC M-30
145.95
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PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification and as per relevant section 2700
103.22
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Providing and fixing following Time switch (timer) in existing panel including connection, testing and commissioning as per specification. Analoge type
7
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Providing & laying precast interlocking concrete blocks of 80mm thick factory made, rubber moulded and cement concrete grass paver blocks of M-35 grade made by block making machine with strong vibratory compaction, of 400mm x 600mm size, grey in color, chamfered edges and exactly uniform with all respect and IS standard over coarse sand bed of thickness upto 50 mm and joints thick filled with fine sand including leveling with surface vibrator, temping and sweeping etc. complete as per IRC-SP-63-2004.
6000
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Supplying and making end termination with brass compression gland and aluminum lugs for following size armoured aluminum conductor power cable of 1.1 KV grade as per specification. .3½ X 35 sq. mm (28 mm)
12
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Providing and fixing penal mounting 0-500 volt voltmeter of size 100x100 (NS) in existing cubical panel including, connections, testing and commissioning etc. as per specification. Digital type
7
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Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical
specification as per relevant clauses of section 2503 .
1342.36
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90 mm outer dial and 70 mm inner dia
7955
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(ii) Beyond 1.0 m upto 5.0 m depth
172
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Footpaths and Separators (Construction of footpath/separator by providing a 150 mm compacted granular sub base as per clause 401 and 75 mm thick cement concrete base with PCC grade M-15, over laid with precast cement concrete tiles 25mm thick fixed in 20mm thick cement mortar 1:3 including provision of all drainage arrangements but excluding kerb channel excluding cost of GSB.) as per clause 410.
15015
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Retro- reflectrorized Traffic signs (Providing and fixing of retro- reflectrorized cautionary, mandatory and informatory sign as per IRC:67-2012 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminum sheeting, 1.5 mm thick supported on a mild steel frame of size 40 x 40 x 5 mm and mild steel angle iron post 75 mm x75 mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45cm x 60cm, 60 cm below ground level as per approved drawing and painting all components of the sign and supports as per clause 7.2 of IRC 67-2012
MADE OFCLASS C MICRO PRISMETIC GRADE SHEETING OF TYPE XI FOR NH & SH
WITH ALUMINIUM SHEETING OF 11.5MM THCKNESS
200MM EQUILATERAL TRIANGLE
12
-
-
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Providing and fixing following rating current transformer in existing cubical panel including, connections, testing and commissioning etc. as per specification. 200/5 amps
21
-
-
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D, b, (iv) RCC M-35
338.48
-
-
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Clearing Grass and Removal of Rubbish (clearing grass and removal of rubbish up to a distance of 50 meters outsite the periphery of the area)
69.79
-
-
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Detailed survey of existing road including chaining, leveling, with cross section at 25.0 m intervals and closing survey each day's work, fixing bench marks, painting, taking tria pits and submission of road cross sections, L-sections, quantity statements and details of all cross drainage works in computerized prints in five copies in proper files and all type of compliance required by the Engineer-in-charge. Km.
7.9
-
-
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4 X 16 sq. mm (22 mm)
200
-
-
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Testing of span of bridge for deflection due to live load with platform for loading arrangements, apparatus for measurement etc. complete as per drawing and specifications (As per I.R.C.S.P.51)
616
-
-
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Dry Lean Cement Concrete Sub-base as per IRC:SP-49 (Construction of dry lean cement concrete Sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 26.5 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 determined during trial length 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 with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing as per clause 601.)
52062
-
-
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(C ) RCC/PSC Grade M35 (I) For Solid Slab Super Structure
(b) With Batching Plant, Transit Mixer and Concrete Pump
(iii) Height above 10m
473.18
-
-
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Transportation of different other material i/c loading & unloading Rate as % age of metal transportation rates. Excavated/compacted ordinary & other soil measured as per clause 301.8, 304.4 and 305.8 Cum. 20%
40248.26
-
-
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Flexible Crash Barrier, Wire Rope Safety Barrier (Providing and erecting a wire rope safety barrier with vertical posts of medium weight RS Joist (ISMB series) 100 mm x 75 mm (11.50 kg/m), 1.50
m long 0.85 m above ground and 0.65 m below ground level, split at the bottom for better grip, embedded in M15 grade cement concrete 450 x 450 x 450 mm, 1.50 m center to center and with 4 horizontal steel wire rope 40 mm dia and anchored at terminal posts 15 m apart. Terminal post to be embedded in M15 grade cement concrete foundation 2400 x 450 x 900 mm (depth), strengthened by a strut of RS joist 100 x 75 mm, 2 m long at 450 inclination and a tie 100 x 8 mm, 1.50 m long at the bottom, all embedded in oundation concrete as per approved design and drawing, rate excluding excavation and
cement concrete.)
3220
-
-
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Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications as per section 2504. A Stone/Boulder
347.65
-
-
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(iii) R.C.C. Grade M-30
2529.35
-
-
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Construction of RCC drain/chamber cover, placing in position, providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications excluding reinforcement with RCC M-20
3306.49
-
-
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(iii) R.C.C. Grade M-30
9638.08
-
-
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Painting on concrete surface of R.C.C. Railing (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt,
dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. )
864
-
-
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Providing and laying Plan/Reinforced cement concrete in super-structure complete as per drawing and technical specifications section 1500, 1700 & 2200
D, b, (iv) RCC M-35
435.21
-
-
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Pile Load Test on single Vertical Pile in accordance with IS:2911(Part-IV) in static load method only (ii) Lateral load test Each
ALL PILES
1
-
-
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For Sub-base cum drainage layer or upper sub-base with Grading-V
92539.71
-
-
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Direction and Place Identification signs with size more than 0.9sqm size board. (Providing and erecting direction and placeidentification retro- reflectorized sign as per IRC:67-2012 made ofMicro prismatic grade type reflective sheeting vide clause 801.3,fixed over aluminum sheeting, 2 mm thick with area exceeding 0.9sqm supported on a mild steel angle iron post 75mm x 75mm x 6mm,2 Nos. firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60cm,60cm below ground level as per approved drawing)
MADE OFCLASS C MICRO PRISMETIC GRADE SHEETING OF TYPE XI FOR NH & SH
34.08
-
-
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Providing and laying Reinforced Cement Concrete pipe NP 4 /prestrssed concrete pipe on first class bedding (Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 and bedding aas per clause 2904 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets .)
D, 1200 mm Dia
200
-
-
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Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m as per section 1100 and 1700. foundation of tructures as per drawing Pile diameter-1000mm
273
-
-
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Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved materials)
Up to 3 m depth
1916.08
-
-
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ii) 3m to 6m depth EXCLUDING DEWATERING
abutment A1 & A
21668.67
-
-
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4 X 25 sq. mm (25 mm)
262
-
-
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Beyond 1 Kms. and upto 10 Kms.(Add extra for every 1 Km.)
40248.26
-
-
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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications
Using concrete mixer
(i) PCC Grade M15
5046.73
-
-
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