Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date9 Oct 2024
Closing Date30 Oct 2024
Tender Amount₹ 66,59,29,508
Costs
EMD
₹ 33,29,650Document Cost
₹ 50,000Tender Fee
₹ 1,180
Description
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Contact
Tender Id
2024_PWDRB_373831_1Tender No
05/Gen./2024-25 Dt. 03-10-2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://mptenders.gov.in/
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Documents
BOQ Items
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Girth from 900 mm to 1800 mm
9
7569
841
... More
Girth above 1800 mm
1
1619
1619
... More
Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete,wood, steel, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead upto 1000 metres.
(i) Lime/ Stone Mortar
B Cement Concrete Grade M-15 &M-20
352.35
149748
425
... More
(iii)Dismantling Stone Masonry
(B)Rubble stone masonry in cement mortar.
38.88
10964
282
... More
Removing all type of hume pipes and stacking within a lead of 1000 metres including earthwork and dismantling of masonry works.
B Above 600 mm to 900 mm dia
100
25200
252
... More
Above 900 mm
195
84045
431
... More
Dismantling of Cement Concrete Pavement Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling Serviceable material at designated locations and disposal of unserviceable materials up to a lead of 1000 metres,
82.5
105847
1283
... More
Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 metres. Excavation for roadwork in soil with hydraulic excavator includingcutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, antransporting suitable earth to the embankment location and disposing off unsuitable earth with all lifts and lead upto 1000m as per relevent clauses of section-300 of specification.
2786.34
153248
55
... More
Construction of Embankment with Material Deposited from Roadway Cutting Construction of embankment with approved materials having CBR7 deposited at site from roadway cutting and excavation from drain or foundation of structures graded and compacted to meet requirement of table 300-1, 300-2 and as per relevent clauses of section-300.
557.27
33436
60
... More
Embankment Construction with Material Obtained from Borrow Pits Construction of embankment with approved material having CBR7 obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-1, 300-2 and as per relevent clauses of section-300.
269144.86
41717453
155
... More
Crusher Run Macadam Sub Base/Base Course Providing crushed stone aggregate, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller as per clause 410 to form a layer of sub-base/Base in accordance to Table No. 400-14, 400-15 and as per clause of section 407 of specifications.
(ii) For 37.5 mm maximum size
62304.7
72086537
1157
... More
Wet MixMacadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including
premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density in accordance to Table No. 400-12, 400-13 and as per clause of section 406 of specifications.
49749
74275257
1493
... More
Construction of Shoulders with approved material/selected soil i/c excavation all lifts & leads i/c grading to required slope & camber of 4% and compacting using vibratory roller of 80 to 100 kN static weight to meet requirement as per relevant clause of 400.
(b) Hard Shoulders (CBR value 12)
48629.2
10844311
223
... More
Prime coat Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including cleaning of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means as per clause 502 of specifications.
198996
7362852
37
... More
Providing and applying tack coat with catonic bitumen emulsion using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom an as per relevant clauses of section-503 of specifications. (ii) @0.30 kg per sqm (dry & hungry bituminous surfaces /granular surfaces treated with primer)
198996
3183936
16
... More
Dense Graded BituminousMacadam Providing and laying dense bituminous macadam using crushed aggregates of specified grading, premixed with bituminousbinder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a ElectronicSensor paver finisher with sensor control to the requiredgrade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 505 of specification complete in all respects.
(a) Using Batch Mix Plant of appropriate capacity
(iv) for GradingII(19 mm nominal size) Bitumen Content minimum 4.5% with bitumen 60/70 (VG 30)
13929.72
113764023
8167
... More
Bituminous Concrete Providing and laying bituminous concrete using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a Electronic Sensor paver finisher with sensor control to the required grade,
level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 507 of specification.
(a) Using Batch Mix Plant of appropriate capacity (v) for Grading-II (30-40 mm thickness ) Bitumen
Content minimum 5.4%with 60/70 bitumen(VG-30)
5969.88
57197420
9581
... More
Kilo Metre Stone
Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting andprinting etc
(i) 5th kilometre stone (precast)
6
19650
3275
... More
Ordinary Kilometer stone (Precast)
28
55552
1984
... More
Hectometer stone (Precast)
138
79764
578
... More
Retro- reflectorised Traffic signs Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign board as per IRC 67-2012 made of high intensity Micro-Prismatic Grade Sheeting (Type IV) vide IRC: 67:2012 clause 6.7.3.2 and clause 801.3.3 of MoRT &H fixed over Aluminum composite material sheet with thermoplastic core of Low density polyethylene (LDPE) between two thick skins/sheets of aluminum with overall thickness of 4mm and aluminum skin of thickness 0.3 on both side, the ACM shall conform to Table 6.1 of IRC:67:2012 and Table 800-1 of MoRT &H specification and High Intensity Micro Prismatic Grade Sheeting shall conform to Table 6.6 of IRC:67:2012 and Table 800-3 of MoRT &H specification of in the clause IRC 6.8 of the IRC 67-2012 and clause 801.3.7 of MORTH message legend numerical letter etc. and borders shall bescreen printed on high intensity micro prismatic sheeting shall conform to clause 801.3.7 with digital printing ink or of cutout from transparent durable overlay or cutout from the same type of reflecting sheeting for cautionary/ mandatory/ signs, supported on
MS sign post of size 75mm x75mm x 6mm of 3.60 meter over all length and fix to ground by means of properly designed foundation of dimension 450x450x600mm with M20 grade concrete. The ACM sheet shall be fixed to the post with four minimum four number breakaway bolts. & supported with a back support frame of 25mmx25mmx3mm angle. 7 years warranty for Retro Reflection Sheeting to be provided from the original sheeting manufacture as per clause 6.9 of IRC: 67:2012 & a certified copy for three years for outdoor exposure report from an independent test lab as per clause 6.7 of IRC: 67:2012 for the product offered shall be submitted by the contractor.
60 cm equilateral triangle
28
84308
3011
... More
80 cm x 60 cm rectangular
36
178956
4971
... More
60 cm x 45 cm rectangular
45
166500
3700
... More
60 cm x 60 cm square
36
152820
4245
... More
90 cm high octagon
40
245280
6132
... More
Direction and Place Identification signs more than 0.9 sqm size board. Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign board as per IRC 67-2012 made of high intensity Micro-Prismatic Grade Sheeting (Type IV) vide IRC: 67:2012 clause 6.7.3.2 and clause 801.3.3 of MoRT&H fixed over Aluminum composite material sheet with thermoplastic core of Low density polyethylene (LDPE) between two thick skins/sheets of aluminum with overall thickness of 4mm andaluminum skin of thickness 0.3 on both side, the ACM shall conform to Table 6.1 of IRC:67:2012 and Table 800-1 of MoRT&H specification and High Intensity Micro Prismatic Grade Sheeting shall conform to Table 6.6 of IRC:67:2012 and Table 800-3 of MoRT&H specification of in the clause IRC 6.8 of the IRC 67-2012 and clause 801.3.7 of MORTH message legend numerical letter etc. and borders shall be screen printed on high intensity micro prismatic sheeting shall conform to clause 801.3.7 with digital printing ink or of cutout from transparent durable overlay or cutout from the same type of reflecting sheeting for cautionary/ mandatory/ signs, supported on MS sign post of size 75mm x75mm x 6mm of 3.60 meter over all length and fix to ground by means of properly designed foundation of dimension 450x450x600mm with M20 grade concrete. The ACM sheet shall be fixed to the post with four minimum four numberbreakaway bolts. & supported with a back support frame of 25mmx25mmx3mm angle. 7 years warranty for Retro Reflection Sheeting to be provided from the original sheeting manufacture as per clause 6.9 of IRC: 67:2012 & a certified copy for three years
for outdoor exposure report from an independent test lab as per clause 6.7 of IRC: 67:2012 for the product offered shall be submitted by the contractor.
9
130473
14497
... More
Boundary pillar Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting.
688
375648
546
... More
Road Delineators Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and confirming toIRC-79 and the drawings.
3440
6436240
1871
... More
Road Markers/Road Stud with Lense Reflector Providing and fixing single mound twin shanked molded Road Markers/Road Stud made of poly carbonate or ABS body and shall support a load of 13635 Kg tested in accordance to ASTM D 4280 and complying lo specifications of Section-5 of IRC:35-2015 and clause 804.2.2 of MORT&H and Section-5 of IRC:35-2015. he reflecting panels shall consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection
of the light entering the lens face. The slope or retro-reflecting surface should be 35 + 5 degree to base. The reflective marker shall be fixed to the road surface using the epoxy/ adhesives and the procedure recommended by the manufacturer. No nails shall be used to affix the markers so Cubes capable of that they do not pose safety hazard on the road.. The contractor shall submit a two year replacement warranty. for satisfactory field performance including stipulated retro-reflectance of the reflecting panel.
3440
2315120
673
... More
Solar powered Road Marker (Solar Stud) Supplying and fixing solar raised Pavement markers made of polycarbonate molded body with circular shape, solar powered, LED self Illumination in active mode, 360 degree Illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode. The marker shall support a load of 20000 kg tested in accordance to ASTM D 4280, The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand temperatures in the range of 0 c to 70 c color of lighting could be provided in red or yellow (amber) as per requirement and typical frequency of blinking is 1Hz. There should be current losses of less than 20 microamperes at 2.4 v in sleep charging mode to enhance the life of the marker and a full charge should provide for a minimum autonomy of 50 hours. The height width and length of the marker shall not less than 10 mm x 100 mm x 100 mm. Also the surface diameter of the marker shall not be less than 100 mm respectively. The weight of the marker shall not exceed 0.5 kilograms fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the engineer.
1800
3367800
1871
... More
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beeds on Bituminous surface. Providing and applying (Cleaning of Bituminous surfacethermoplastic compound having composition of binder (Regin) minimum 18 %, titanium dioxide minimum 10 % and intermixed glass beed, minimum 30% of brand like Asian, Burger or equivalent make of 2.5 mm thick including drop down reflectorizing, glass beeds @ 250 gms per sqm area thickness of 2.5 mm is exclusive of surface applied glass beeds as per IRC:35.The finished surface to be level, uniform and free from streaks and holes, all complete as per clause 803 of specifications. Note:- The guarantee of Thermoplastic should be minimum
3 Years.
5216
3317376
636
... More
Providing and laying reinforced cement concrete pipe NP-4 for service ducts below concrete pavement.
(a) 300 mm Dia
675
481275
713
... More
600 mm Dia
750
1462500
1950
... More
Providing Plain cement concrete M-15 nominal mix in foundation as per relevant clauses of sections 1500, 1700 and 2100.
2989.58
13001683
4349
... More
Providing and laying Plain/Reinforced cement concrete in open foundation including form work shuttering etc. complete as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2100 with
(C) RCC Grade M20
3581.1
17615430
4919
... More
Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications and as per relevant clauses of section 1600.
FE 5000
196.96
15825539
80349
... More
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 1V :20H towards drawing foce. Complete as per drawing and Technical specifications
390
72150
185
... More
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
(A) Stone/Boulder
199.3
440652
2211
... More
Metal Beam Crash Barrier
Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm
above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, however 5 spaces of 600mm each betweenvertical post and 5 spaces of 900mm each between vertical post will be kept adjacent to RCC parapet/ concrete crash barrier in accordance to figure 9.14 of theIRC-SP: 73-2018, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811) and treatment for metal beam cresh barrier on approach shall be modified eccentric loader terminal arrangement as shown in figure 9.12 of IRC- SP : 73-2018 End portionof metal beam crash barrier shall be flared outside by 1.25 mtr. Distance in last section of 8 mtr. Length. Departure side it shall be trailing terminal (TT) arrangement as shown in figure 9.13 of the IRC SP-73- 2018. End portion of metal beam crash barrier shall be flared outside by 0.35 mtr. Distance in last section of 8 mtr. length
1440
6480000
4500
... More
Cable Duct Across the Road Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending fromdrain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98- 1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipesubject 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 - 1997 and approved drawings.
(i) Single Row for one utility service
600
1071600
1786
... More
Double Row for two utility services
450
1465200
3256
... More
Triple Row for three utility services
300
1421100
4737
... More
Providing and fixing guard stones 220x220x1000mm made of hammer dressed stones or 250 mm (dia) x 1000 mm M-15 concrete and fixed 400mm into the ground in moorum and broken aggregates block of size 500x500x500 mmand given two coats of paints with white and black bands i/c excavation etc. complete.
1800
662400
368
... More
Providing and Laying Reinforced Cement Concrete Pipe NP4/prestrssed concrete pipe on first class bedding in single row. Providing and Laying Reinforced cement concrete pipe NP4/prestrssed concrete pipe for culverts on first class bedding of granular material (cost of bedding included) in single row including
fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets. (A) 1000 mm dia
67.5
473310
7012
... More
Dry Lean Cement Concrete Sub- base Construction of dry lean cement concrete Sub- base over a prepared sub-grade or drainage layer with coarse and fineaggregate 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 determinedduring trial length construction, concrete strengthnot to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver finisher with electronic sensor, compacting with 8- 10 tonnes vibratory roller, finishing and curing as per clause 601 of specification complete in all respect.
3928
10868776
2767
... More
Cement Concrete Pavement Construction of un-reinforced, dowel jointed, plain cement concrete pavement with M-40 grade concrete over a prepared sub base with cement , coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed ina batching and mixing plant as per approved mix design, transported to site, laid with electronic sensor 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, admixtures as approved, curing compound, finishing to lines and grades as per drawing as per IRC 15 2011 and as per relevant clauses of section 602 of
specifications complete but excluding cost of steel in dowel bar and tie rods etc.
10780
65790340
6103
... More
Add extra in Item No.6.3, 6.4, 6.6 & 6.10 above for the cost of steel in dowel bar and tie rod including craddle, laps etc. complete required as per design.
(i) Mild steel
7.36
468000
63587
... More
Tor steel
4.82
329191
68297
... More
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beeds on Concrete surface. Providing and applying (Cleaning of concrete surface and after applying Concrete primer) thermoplastic compound having composition of binder (Regin) minimum 18 %, titanium dioxide minimum 10 % and intermixed glassbeed, minimum 30% of brand like Asian, Burger or equivalent make of 2.5 mm thick including drop down reflectorizing, glass beeds @ 250 gms per sqm area thickness of 2.5 mm is exclusive of surface applied glass beeds as per IRC:35 along with concrete primer. The finished surface to be level, uniform and free from streaks and holes, all complete as per clause 803 of specifications. Note:- The guarantee of Thermoplastic should be minimum 3 Years.
2032.8
1343680
661
... More
Providing and laying factory made coloured chamfered edge Cement Concrete paver blocks of required strength, thickness and size/shape, made by table vibratory method using PU mould, laid in required colour and pattern over 50mm thick compacted bed of stone dust, compacting and proper embedding/laying of inter locking paver blocks into the bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand including locking edges with M 15 cement concrete in footpath, light traffic parking etc. complete as per direction of Engineer-in-Charge.
(i) 100mm thick C.C. paver block of M-35 grade with approved colour, design and pattern.
18000
15066000
837
... More
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 as per relevant clauses of section 300 & 2100 in
(i) Ordinary soil ( including back filling with approved material)
(ii) Depth upto 3 m
6661.31
406339
61
... More
Ordinary rock (not requiring blasting)
(i) Depth upto 3 m
255.64
19684
77
... More
Providing and laying 1.5 m deep in rock and 1.5 m above rock 25mm dia tor steel dowel bar in foundation including drilling 65mm dia bore hole in rock necessary bending, hooking tying reinforcement in position and grouting etc. complete as per drawing and specifications.
560
653520
1167
... More
Providing and laying Plain/Reinforced cement concrete in open foundation including form work shuttering etc. complete as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2100 with
(A) PCC Grade M15
255.64
1180289
4617
... More
RCC Grade M20
7871.46
38719711
4919
... More
Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and technical specifications and as per relevant clause of section 1600.
FE 500
24.95
2008549
80503
... More
Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications as per relevant clauses of section 1600
FE 500
94.06
7695048
81810
... More
Providing and Placing Reinforced/Prestressed cement concrete in super-structure e/x reinforcement as per drawing and Technical Specification and as per relevant clauses of sections 1500, 1700 and 2300 in
RCC Grade M 30
(i) For Solid slab & voided slab
Height up to 5 m
723.54
4423000
6113
... More
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification and as per relevant clauses of section 1700.
47.25
220374
4664
... More
Reinforced cement concrete non-structural approach slab (Grade of concrere M 30) as per MOST standard drawing including reinforcement and formwork complete as per drawing and Technical specification and as per relevant clauses of section 1500, 1600, 1700 and clause 2704 of specifications.
87.75
849683
9683
... More
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications and as per relevant clauses of sections 1500, 1700 and Clause 2702 of specifications..
158.99
1857798
11685
... More
Drainage Spouts complete as per MOST standard drawing and Technical specificationand as per clause 2705 of specifications.
70
91770
1311
... More
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 1V :20H towards drawing foce. Complete as per drawing and Technical specifications
7397.03
1368450
185
... More
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification and as per relevant clauses 305 of specifications and as per appendix 6 of IRC-78.
(A) Granular material
6233.39
4145204
665
... More
Filler joint
Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.
348
159036
457
... More
Providing and fixing in position bituminous paper bearing for slabs as per approved drawing and confirming to IS:1398.
63
3024
48
... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications
PCC Grade M20
4.48
25656
5727
... More
PCC M-15 in Foundation Plain cement concrete M-15 mix with crushed stone aggregate40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. as per MORT&H Specification 409.
104.07
436573
4195
... More
Providing P.C.C. M-15 Nominal mix for hume pipe culverts in foundation and sub structure etc. as per drawing and as perrelevant clauses of section 1500, 1700, 2100 and 2900.
961.43
4438922
4617
... More
Providing and Laying Reinforced Cement Concrete Pipe NP4/prestrssed concrete pipe on first class bedding in single row. Providing and Laying Reinforced cement concrete pipe NP4/prestrssed concrete pipe for culverts on first class bedding of granular material (cost of bedding included) in single row including
fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets.
(A) 1000 mm dia
H.P.C.- 1 Row 1000 mm Dia
495
3470940
7012
... More
H.P.C.- 2 Row 1000 mm Dia
45
637560
14168
... More
H.P.C.- 4 Row 1200 mm Dia
15
429480
28632
... More
Add for every additional row in item 9.4 above
B 1200 mm dia
15
140070
9338
... More
Embankment Construction with Material Obtained from Borrow Pits Construction of embankment with approved material having CBR7 obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-1, 300-2 and as per relevent clauses of section-300.
74.44
11538
155
... More
Providing Plain cement concrete M-15 nominal mix in foundation as per relevant clauses of sections 1500, 1700 and 2100.
742.5
3229132
4349
... More
Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications and as per relevant clauses of section 1600.
FE 500
98.9
7946516
80349
... More
Supply & fixing of I.S.I.marked Porecelain Rewireable fuse unit of approved make or confirming to I.S.S. 2086-1982
25.16.6- 200 Amps /415 Volts
81
79623
983
... More
Supply of ISI marked and approved make of moulded case circuit breaker (MCCB) suitable for 3 phase,3 pole, 50 Hz, 415 Volts, AC supply with respective interrupting capacity (KA) at 415 Volts cited against their range standard conforming to IS – 8828
27.1.11 MCCB 36kA current rating, 3P -400Amp &adjustable: 80% -100% thermal
11
268543
24413
... More
Fixing of MCB/MCCB/Isolator in sheet steel enclosure as required as per accepted practice, including mounting on busbar and cable connection etc. complete (labour only)
28.4.2 MCB/MCCB Isolator TP/TPN/FP
11
308
28
... More
Painting of poles
34.4.2 Prima coat over new steel and other metallic surface with red oxide zinc chromide paint complete with supply of material labour etc. including preparation of surface.
3444.39
261773
76
... More
Prima coat with aluminium paint, brushing complete with material and labour including preparation of surface
3444.39
330661
96
... More
Earthing For Domestic Electrical Installation
Providing and fixing earthing arrangement with 38.1mm dia 2.5 metre long galvanized iron pipe electrode including packing of charcoal powder and salt as per specification watering pipe 19mm dia G.I. connection, cover plate having locking arrangement on the top etc. complete with refilling the pit as required, including excavation of earth pit in soil / soft rock
33
121110
3670
... More
Supply and laying G.I. earth lead duly installed on wall or in G.I. Pipe including connection etc. complete as required.
25 sq. mm. ( 5.6 mm dia )
99
3762
38
... More
Supply of XLPE insulated power cable (conforming IS-7098 Part-I) 1100 Volt grade, 1 core/2 core/3½ core/4 core ISI marked with alu. stranded /solid conductor
Unarmoured 1 core
41.1.1.5- 70 sq. mm.
720
102960
143
... More
150 sq. mm.
520
138320
266
... More
300 Sq. Mm.
80
38640
483
... More
Laying of underground cable armoured./unarmoured as per specification in air suspended on existing approved type of iron clamp, G.I wire 7/1.6mm & shackle insulator/insulated strip complete.
1/2/3/3½/4 Core cable 25 sq. mm to 120 sq. mm
720
28800
40
... More
1/2/3/3½/4 Core cable 150 sq. mm and above
600
39600
66
... More
Supply of support for overhead line RS joist of I.S. standard including drilling of required hole etc. complete as required.
R.S. Joist 175x85 - 19.3 kg/metre
1599.6
2346613
1467
... More
H - Beam 152x152mm, Std weight 37.1 Kg/Mtr ( @ 13x110 M, 11 M x139)
2829
8042847
2843
... More
Supplying and drawing all aluminium alloy conductor (AAAC) of approved make conforming to IS 398-1979 Pt. IV, including binding at existing insulator, jointing, jumpering, tearing off, connecting etc. as required including clearing of obstacles (if any)
AAAC 0.05 sq inch (55 sq.mm Al. EQ.)- (Rabbit)
11.77
723653
61509
... More
Supplying and drawing of stranded aluminium conductor steel reinforced (ACSR) conforming to IS:398-1976 of approved make, stringing, making off complete with binding at existing insulator, jointing, jumpering, tearing off, connecting etc. as required and clearing of obstacles (if any) etc.
ACSR 0.1 sq inch (100 sq.mm Al. EQ.)- (Dog)
21.34
2557180
119836
... More
Erection of RS Joist pole/'H' beam/steel tubular/steel rail pole of length 7 metres but not exceeding 10 metres in cement concrete 1:3:6 (1 cement : 3 core sand: 6 graded stone aggregate 40mm nominal size) base, foundation, muffing including excavation and back refilling etc. as required.
172
700728
4074
... More
Erection of RS Joist pole/'H' beam/steel tubular/steel rail pole of length exceeding 10 metres but not exceeding 15 metres in cement concrete M-10 (1 cement:3 core sand: 6 graded stone aggregate 40mm nominal size) base, foundation, muffing including excavation and back refilling etc. as required.
239
1264071
5289
... More
Supplying and erection of stay set complete (galvanized) 19mm. dia x 1.8 metre long stay rod anchor plate of size 300 mm x 300 mm x7.5mm thimble stay clamp, turn buckle (19mm dia x 600mm), 7/4.00mm dia G.I. stay wire etc. in cement concrete M- 10 (1 Cement: 3 Coarse sand: 6 graded stone aggregate 40mm nominal size) foundation including excavation and refilling etc. as required.
438
2014800
4600
... More
Supply, fabrication and erection of angle/channel/flat iron fitting for overhead line & sub-station etc such as 'D' bracket, cross arms, top clamp, 'V' cross arms, back/support clamp or other similar work etc. including nut bolts of required size, making holes, fabrication, welding, cutting, etc. and painting with one coat of red oxide paint & two coat of aluminium paint as required as per specification.
24805.06
2604531
105
... More
Supplying and erection of 11KV (5 KN) polymer pin insulator complete with long steel head G.I. pin, nut, washer etc. as required.
600
241200
402
... More
Supplying and erection of 11KV (45 KN) Polymer disc insulator for 11KV overhead lines with galvanized insulator fittings, ball and socket type, and complete with galvanized strain clamp, bolts, nuts washer etc. as required.
222
111444
502
... More
Supplying and erection of 33KV (10 KN) polymer pin insulator complete with long steel head G.I. pin, nut, washer etc. as required
85
50575
595
... More
Supplying and erection of 33KV (45 KN) polymer disc insulators for 33KV overhead lines with galvanized insulator fittings, ball and socket type, and complete with galvanized strain clamp, bolts, nuts, washers etc. as required.
48
48864
1018
... More
Supplying and erection of single piece nonlinear resistor type lighting arrestor (set of 3 nos) for 3 wire, 11KV overhead lines/sub-station with rated voltage of 9KV (rms) with a nominal discharge current rating of 5 KA and complete with galvanized clamping arrangement, G.I. bolts, nuts, washer etc. as required.
7
26824
3832
... More
Supplying installing, testing & commissioning of outdoor H.T., AB switch assembly set gang operated with brass contact parts, including required GI pipe operating rod, handle & locking arrangement on On- Off position conforming to IS complete with required material and installing on existing DP structure to complete the job as required as per specification.(Set of 3 nos.)
11 KV, 400Amp
7
62923
8989
... More
Supplying installing, testing & commissioning D.O. fuse assembly with brass part contact for 33 or 11/0.4 KV DP Structure set of 3 Nos. with fuse barrel i/c required fuse element & other materials as per specification on existing D.P. structure as required.
11KV
7
33047
4721
... More
33KV
1
16000
16000
... More
Supply & fixing anti climbing device with 2 ply G.I. barbed wire 1 Kg. per pole complete as per MPMKVVCO. Specification.
231
53361
231
... More
Supply, laying and fixing of G.I. earth coil of 4mm dia
G.I. wire having 120 turns of nearly 50mm dia. and 3 mt. long tail in existing pit duly earthed with pole etc complete as required as per specification.
314
92002
293
... More
Supplying and fixing 33/11/0.4 KV enamel coated danger board size 200x250mm with clamp on existing HT/LT structure/poles.
231
47355
205
... More
Supplying & drawing/laying of PVC insulated XLPE aerial bunch power cable conductor H2/H4 grade aluminium solid/stranded conforming to IS-14255- 1995, alu. alloy insulated messenger 1100 volts grade cable of approved make in air with necessary material as per specification of required size as mentioned below –
Single core cable(insulated neutral messenger)
42.90.2.3- 3x50 sq.mm, 1x16(st. light), 1x35(insulated neutral messenger)
8064
2588544
321
... More
3x95 sq.mm, 1x16(st. light), 1x50(insulated neutral messenger)
2590
1675730
647
... More
Supplying & fixing of aerial bunch cable accessories suspension clamp i/c required attachment for single core cable of approved make on pole with clamp, necessary material as per specification for required size.
180
76860
427
... More
Supplying &fixing of aerial bunch cable accessories tension clamp (dead end) i/c required attachment for single core cable of approved make in air with clamp, necessary material as per specification for required size.
169
75374
446
... More
Supplying & fixing of waterproof insulation piercing connector for aerial bunch cable i/c required attachment for single core cable of approved make in air with necessary material as per specification of required size as mentioned below –
Main:16-95sq.mm, tap:1.5-50sq.mm
515
88580
172
... More
Main:50-150sq.mm, tap:6-50sq.mm
343
75460
220
... More
Supplying &fixing of spring loaded busbar screwless connector with enclosure of approved make including required clamp, nut, bolt, connection, testing as per specification to complete the job.
42.94.1 Single phase
42.94.1.6 1Ph, 1In+8Out
129
444921
3449
... More
Three Phase
42.94.2.2 3Ph, 1In+4Out
102
595578
5839
... More
Supply, installation, testing & commissioning of LT trivector energy meter, DLMS compliant category-A (for substation/feeder metering) , 3 phase 4 wire, 440 Volts, 5 Amp, accuracy class 0.5S with GSM(GPRS compatible) modem suitable for required C.T. 5A duly tested from electricity board with uPVC box .
11
163702
14882
... More
3- Phase- 4 wire 20-80 AMP Accuracy Class 1 LCD Display Static Whole Current Meter
11
41151
3741
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