Public Works Department Tender
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Costs
EMD
₹ 28,70,000Document Cost
₹ 5,000Tender Fee
₹ 2,500
Summary
Strengthening Of Sangarh To Sam Via Khuri Road In Km 59/0 To 88/0(29.00 Km) Mdr-36
Description
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Contact
Tender Id
2025_CEPWD_459477_1Bid Award Id
ViewTender No
NIT No 06 Year 2024-25 Zone II Jodhpur (Barmer)Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
FD order dated 22.10.2021 of Additional Performance Security for unbalanced bid
BOQ Items
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Excavation in Ordinary Rock using Hydraulic ExcavatorCK-90 and Tippers with disposal upto 1000 metres. (Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site within all lifts and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.)
4782.6
120
573912
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Printing new letter and figures of any shade (Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade)
-
-
-
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White/colour wash trees, electric & telephone pole, guard stone etc. upto height of 1.50 mtr. from the guard level comprising of 0.45m. White 0.30 m. red band in middle and again 0.45 m. white around the periphery complete two or more coats including trimming the bushes on the stem & the root.
-
-
-
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Construction of Embankment with Material Deposited from Roadway Cutting (Construction of embankment with approved materials 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)
7168.43
100
716843
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Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic 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 MoRTH specification clause No. 507 complete in all respects.): for GradingII(19 mm nominal size)
5789.06
5699
32991867.19
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Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting (height upto 10 m) , fixing in position and applying a priming coat of approved steel primer all complete:
1200
81
97200
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English and Roman
30000
1
36000
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Survey work of roads including ploting of L-section, X-Section @ 25m c/c interval showing existing Ground level line, proposed level line in different colour with clour back ground of graph sheet of 1 mm square size showing all the required details as per IRC : SP-20 and IRC-19 Pliting work shall include plan of the road showing required curve details width of existing road, if any and proposed road. toe line, width of revenue track. proposed location of borrow area width making of cattle crossing location, Lay bye and Bus locations, ramp locations, permanent structure / Electric pole / Telephone / Tree etc. (Print of L- Section sheet shall be for 1 Km. )
29
3207
93003
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Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.)+Add extra to item No. 5.1 for additional 0.1 Kg per Sqm emulsion
115781.25
27
3126093.75
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Direction and Place Identification signs with size more than 0.9 sqm size board. (Providing and erecting direction and place identification retro- reflectorised sign asper IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)
21.6
15255
329508
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Removal of blown sand including excavation, loading and disposal upto 1000 m. lead.
11262.5
46
518075
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Providing, laying & fixing in position RCC pipe NP 4 / prestressed concrete pipe on first class bedding in single row (laying Reinforced cement concrete pipe NP4/Prestressed concrete pipe for culverts on first class Bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation ,protection works,backfilling, concrete and masonary works in head walls and parapets :1200mm
300
7288
2186400
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80 mm x 60 mm rectangular
60
5060
303600
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Truss and Vertical Support
20
63357
1267140
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Hindi ( Matras commas and the like not to be measured and paid for Half letter shall be counted as half )
30000
1
57000
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Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom+Add extra to item No. 5.1 for additional 0.1 Kg per Sqm emulsion
115781.25
8
926250
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90 cm equilateral triangle
91
4180
380380
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Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and technical specifications
63.99
3751
240026.49
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Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2)
23040.68
199
4585095.32
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Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic 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 MORTH specification clause No. 509 complete in all respects): VG-30 grade, for Grading-II( 10mm nominal size)
3473.44
6686
23223419.84
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Hectometer stone (Precast)
116
510
59160
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Scarifying existing bituminous surface to a depth of 50 mm by mechanical means (Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.)
50750
4
203000
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Stone masonry work in cement mortar 1:3 for substructure
complete as per drawing and Technical Specifications:Random Rubble Masonry
4601.37
2918
13426797.66
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Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.) :By Mechanical Means:In area of light jungle
14.5
14165
205392.5
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Road Markers/Road Stud with Lense Reflector (Providing and fixing of road stud 100x 100 mm, die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense 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 BS 873 part 4:1973)
5830
433
2524390
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Cast in Situ Cement Concrete M20 kerb (Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408) :Using Concrete Mixer
540
211
113940
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Plain/Reinforced cement concrete in sub-structure
complete as per drawing and technical specifications:PCC Grade M15 Height upto 5m
82.58
3588
296279.1
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Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)
-
-
-
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Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical specifications
4860
76
369360
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Compacting Original Ground: Compacting original ground supporting embankment ( Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction.)
5137.5
26
133575
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Providing and laying granular sub-base material (From Natural Quarry) having P.I.not more than 6, including spreading in layers not exceeding 150 mm compacted thickness and consolidation by 8-10 tonne power roller to required camber and grade including cost of water and hire charges of machinery, including T&P with 20 Km lead (Compacted thickness to be measured).as per MORTH specification table 400-1, 400-2 :For grading-III with CBR value not less than 20.:(to attain 100% proctor density.) Extra rate for additional lead beyond 20 Km
23054.44
322
7423528.88
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Wet Mix Macadam (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.)
21047.34
1250
26309175
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Trees dia upto 600mm, pole etc.
2000
13
26000
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Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
202.5
797
161392.5
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Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium 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 60 cm, 60 cm below ground level as per approved drawing)
10.8
8792
94953.6
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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, 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 810)
2000
2904
5808000
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Aluminium alloy plate for over head sign
576
4912
2829312
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Rumble Strips (Provision of 15 nos rumble strips covered with premix bituminous carpet, 15-20 mm high at center, 250 mm wide placed at 1 m center to center at approved locations to control speed, marked with white strips of road marking paint.)
375
213
79875
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60 cm circular
86
3729
320694
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Excavation in Soil with Dozer with lead upto 100 metres (Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.)
19349.1
82
1586626.2
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Ordinary Kilometer stone (Precast)
24
1679
40296
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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.)
1050
547
574350
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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: Stone/Boulder
310.5
1893
587776.5
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5th kilometre stone (precast)
6
2831
16986
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Overhead Signs (Providing and erecting overhead signs with a corrosion resistant aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans)
-
-
-
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Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications
1096.8
126
138196.8
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90 cm high octagon
60
6380
382800
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Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.)
8866.5
500
4433250
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Laying Reinforced Cement Concrete Pipe NP4/prestrssed concrete pipe on first class bedding in single row . (Laying Reinforced cement concrete pipe NP4/prestrssed concrete pipe for culverts on first class bedding of granular material 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 . ) 300mm dia
75
1228
92100
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