Public Works Department Tender
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Costs
EMD
₹ 2,16,000Document Cost
₹ 1,500Tender Fee
₹ 2,000
Description
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Contact
Tender Id
2024_CEPWD_437641_2Tender No
NIT No. 08/2024-25 EE PWD Dn. NathdwaraTender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Excavation in Hard Rock (blasting prohibited) (Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal within all lifts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.) Mechanised
-
-
-
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Amba mata to jhala basti
30
225
6750
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C.C.road from SH to sheetla mata temple
472.5
225
106312.5
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Excavation in Ordinary Rockusing 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.)
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-
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Amba mata to jhala basti
-
-
-
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C.C.road from SH to sheetla mata temple
667.5
54
36045
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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)
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-
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Amba mata to jhala basti
-
-
-
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C.C.road from SH to sheetla mata temple
2377.5
36
85590
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Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material 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)
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-
-
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Amba mata to jhala basti
103.61
82
8496.02
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C.C.road from SH to sheetla mata temple
-
-
-
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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)
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-
-
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Amba mata to jhala basti
3806.55
98
373041.9
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C.C.road from SH to sheetla mata temple
750
98
73500
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By Mix in Place Method (Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator / by mechanical means at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401) for grading-III Material
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-
-
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Amba mata to jhala basti
934.99
233
217852.67
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C.C.road from SH to sheetla mata temple
251.1
233
58506.3
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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.)
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-
-
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Amba mata to jhala basti
1297.53
1015
1316992.95
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C.C.road from SH to sheetla mata temple
461.25
1015
468168.75
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Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/Sqm using mechanical means as per Technical Specification Clause 502 ( Low Porosity )
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-
-
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Amba mata to jhala basti
1555.25
31
48212.75
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C.C.road from SH to sheetla mata temple
-
-
-
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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per Sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503
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-
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Amba mata to jhala basti
1555.25
10
15552.5
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C.C.road from SH to sheetla mata temple
-
-
-
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Open - Graded Premix Surfacing (Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.) Case - I: Mechanical method using Penetration grade Bitumen VG - 30 and HMP of appropriate capacity not less than 75 tonnes/hour .
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-
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Amba mata to jhala basti
1555.25
88
136862
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C.C.road from SH to sheetla mata temple
-
-
-
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Seal Coat (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats) Case - I : Type A By VG- 30.
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-
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Amba mata to jhala basti
1555.25
48
74652
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C.C.road from SH to sheetla mata temple
-
-
-
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Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per Cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form , spread, compacted and finished with Screed vibrator & plate vibrator 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, finishing to lines and grades including Vaccume dewatering , all work as per drawing and specifications )M-30
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-
-
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Amba mata to jhala basti
631.13
4696
2963786.48
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C.C.road from SH to sheetla mata temple
573.75
4696
2694330
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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 backfilling with approved material.),Mechanical Means Ordinary soil, upto 3 m depth
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-
-
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Amba mata to jhala basti
275.03
49
13476.47
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C.C.road from SH to sheetla mata temple
127.46
49
6245.54
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PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
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-
-
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Amba mata to jhala basti
37.74
3377
127447.98
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C.C.road from SH to sheetla mata temple
17.08
3377
57679.16
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Stone masonry work in cement mortar in foundation complete as drawing and Technical Specification, Random Rubble Masonry in cement mortar 1:6
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-
-
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Amba mata to jhala basti
189.61
2990
566933.9
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C.C.road from SH to sheetla mata temple
236.41
2990
706865.9
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Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications
-
-
-
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Amba mata to jhala basti
75.49
106
8001.94
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C.C.road from SH to sheetla mata temple
-
-
-
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Laying Reinforced Cement Concrete Pipe NP3/prestrssed concrete pipe on first class bedding in single row . (Laying Reinforced cement concrete pipe NP3/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 . ), 600 mm dia
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-
-
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Amba mata to jhala basti
-
-
-
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C.C.road from SH to sheetla mata temple
15
2350
35250
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Laying Reinforced Cement Concrete Pipe NP3/prestrssed concrete pipe on first class bedding in single row . (Laying Reinforced cement concrete pipe NP3/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 . ), 300 mm dia
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-
-
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Amba mata to jhala basti
15
775
11625
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C.C.road from SH to sheetla mata temple
-
-
-
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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M15
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-
-
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Amba mata to jhala basti
11.25
3891
43773.75
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C.C.road from SH to sheetla mata temple
6.41
3891
24941.31
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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 1V :20H towards drawing foce. Complete as per drawing and Technical specifications
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-
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Amba mata to jhala basti
175
105
18375
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C.C.road from SH to sheetla mata temple
100
105
10500
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Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical specifications
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-
-
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Amba mata to jhala basti
-
-
-
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C.C.road from SH to sheetla mata temple
230.85
58
13389.3
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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), Ordinary Kilometer stone (Precast)
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-
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Amba mata to jhala basti
4
1395
5580
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C.C.road from SH to sheetla mata temple
1
1395
1395
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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)
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-
-
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Amba mata to jhala basti
3.6
12035
43326
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C.C.road from SH to sheetla mata temple
-
-
-
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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)
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-
-
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Amba mata to jhala basti
-
-
-
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C.C.road from SH to sheetla mata temple
3.24
12550
40662
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Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing), 60 cm equilateral triangle
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-
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Amba mata to jhala basti
20
2950
59000
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C.C.road from SH to sheetla mata temple
8
2950
23600
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Providing and Erecting typical Mukhya Mantri Sadak Yojana signboard made of two MS sheet of 1.6 mm thick each of size1500 mm x 600 mm and 1200 mm x 150 mm stiffened by angle size 25 mm x 25 mm 3 mm all around the plate and plates welded to each other at two places and assembly of plates fixed on tubular frame of 70 mm x 70 mm 12 SWG sheet Square tube ( vertical post 2500mm with angle holdfasts ) .On the top of 1200x150 mm a circular sheet of 900 mm dia to be fixed as per drawing showing Road logo & name of scheme " Mukhya Mantri Sadak Yojana ".Board duly embeded in cement concrete M-15 grade of block of 300 mmx 300 mm x 600 mm size below ground level .All MS will be stove enameled on both side. Lettering , figuring and border will be with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing .
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-
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Amba mata to jhala basti
-
-
-
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C.C.road from SH to sheetla mata temple
1
8500
8500
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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.)
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-
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Amba mata to jhala basti
510
335
170850
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C.C.road from SH to sheetla mata temple
200
335
67000
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