Public Works Department Tender
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Costs
EMD
Refer DocumentsDocument Cost
₹ 2,000Tender Fee
₹ 1,000
Description
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Contact
Tender Id
2022_CEPWD_261867_6Bid Award Id
ViewTender No
NIT No. 08/2021-22 EE PWD DN. BHIMTender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
BOQ Items
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Ghati to Kuracho ka Khera Road
1.2
-
14589
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Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator of0.9 Cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m)
-
-
-
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Badi Barjal to Haluji ka Smarak CC Road
1690
-
40
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Dangri Bhurwara khawas ka Gura road
3400
-
40
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Ghati to Kuracho ka Khera Road
225
-
40
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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.)
-
-
-
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Badi Barjal to Haluji ka Smarak CC Road
6760
-
54
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Dangri Bhurwara khawas ka Gura road
850
-
54
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Ghati to Kuracho ka Khera Road
135
-
54
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Excavation in Hard Rock (requiring blasting) with disposal upto 1000 metres (Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections, loading and disposal of cut road with in all lifts and leads upto 1000 metres )
-
-
-
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Badi Barjal to Haluji ka Smarak CC Road
8450
-
58
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Dangri Bhurwara khawas ka Gura road
4250
-
58
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Ghati to Kuracho ka Khera Road
90
-
58
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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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Badi Barjal to Haluji ka Smarak CC Road
10647
-
36
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Dangri Bhurwara khawas ka Gura road
6120
-
36
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Ghati to Kuracho ka Khera Road
364.5
-
36
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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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Badi Barjal to Haluji ka Smarak CC Road
452
-
82
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Dangri Bhurwara khawas ka Gura road
4813.63
-
82
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Ghati to Kuracho ka Khera Road
4718.23
-
82
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Granular Sub-base with Close Graded Material (Table:- 400-1) 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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Badi Barjal to Haluji ka Smarak CC Road
1133
-
233
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Dangri Bhurwara khawas ka Gura road
2317.5
-
233
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Ghati to Kuracho ka Khera Road
1158.75
-
233
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Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.) By Mechanical Means Grading- II (Using Screening Crushable type such as Moorum or Gravel) Using Screening Crushable type such as Moorum or Gravel
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-
-
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Dangri Bhurwara khawas ka Gura road
1042.88
-
1025
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Ghati to Kuracho ka Khera Road
463.5
-
1025
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Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.) . As per clause 404, Table 400-11 By Mechanical Means Grading- III (Using Screening Crushable type such as Moorum or Gravel) Using Screening Crushable type such as Moorum or Gravel
-
-
-
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Badi Barjal to Haluji ka Smarak CC Road
849.75
-
1075
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Dangri Bhurwara khawas ka Gura road
1158.75
-
1075
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Ghati to Kuracho ka Khera Road
579.38
-
1075
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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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Badi Barjal to Haluji ka Smarak CC Road
600
-
86
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Dangri Bhurwara khawas ka Gura road
2475
-
86
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Ghati to Kuracho ka Khera Road
1350
-
86
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Primer coat 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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Dangri Bhurwara khawas ka Gura road
13905
-
31
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Ghati to Kuracho ka Khera Road
6180
-
31
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Tack coat 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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Dangri Bhurwara khawas ka Gura road
13905
-
10
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Ghati to Kuracho ka Khera Road
6180
-
10
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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 @ 0.27 Cum / Sqm 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.)As per clause 510. Case - I: Mechanical method using Penetration grade Bitumen VG - 30 @ 14.6 Kg / 10 Sqm and HMP of appropriate capacity not less than 40-60 tonnes/hour .
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-
-
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Dangri Bhurwara khawas ka Gura road
13905
-
88
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Ghati to Kuracho ka Khera Road
6180
-
88
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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 - III : Type C (Providing and laying of premix seal coat with HMP of appropriate capacity not less than 40-60 tonnes/ hours using crushed stone chipping 6.7 mm size @ 0.09 Cum / 10Sqm and penetration bitumen @ 4.5 % of Mix of suitable grade.) By VG - 30
-
-
-
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Dangri Bhurwara khawas ka Gura road
13905
-
49
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Ghati to Kuracho ka Khera Road
6180
-
49
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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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Ordinary Kilometer stone (Precast)
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-
-
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Badi Barjal to Haluji ka Smarak CC Road
5
-
1395
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Dangri Bhurwara khawas ka Gura road
5
-
1395
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Ghati to Kuracho ka Khera Road
3
-
1395
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Hectometer stone (Precast)
-
-
-
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Badi Barjal to Haluji ka Smarak CC Road
8
-
420
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Dangri Bhurwara khawas ka Gura road
16
-
420
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Ghati to Kuracho ka Khera Road
8
-
420
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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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Badi Barjal to Haluji ka Smarak CC Road
14
-
2950
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Dangri Bhurwara khawas ka Gura road
28
-
2950
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Ghati to Kuracho ka Khera Road
6
-
2950
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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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Badi Barjal to Haluji ka Smarak CC Road
4.5
-
12550
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Dangri Bhurwara khawas ka Gura road
3.6
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12550
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Ghati to Kuracho ka Khera Road
1.8
-
12550
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Providing and fixing of typical informatory sign board with Logo as per MORD specifications, drawing and as per direction of Engineer in Charge. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing .
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-
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Badi Barjal to Haluji ka Smarak CC Road
1
-
12000
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Dangri Bhurwara khawas ka Gura road
1
-
12000
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Ghati to Kuracho ka Khera Road
1
-
12000
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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)
-
-
-
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Badi Barjal to Haluji ka Smarak CC Road
515
-
360
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White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning Scraping etc. as per specification Clause 1915
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-
-
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Badi Barjal to Haluji ka Smarak CC Road
557.44
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12
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Dangri Bhurwara khawas ka Gura road
427.9
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12
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Ghati to Kuracho ka Khera Road
178.8
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12
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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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Badi Barjal to Haluji ka Smarak CC Road
112.5
-
775
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Dangri Bhurwara khawas ka Gura road
45
-
775
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Ghati to Kuracho ka Khera Road
22.5
-
775
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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 )
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-
-
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Dangri Bhurwara khawas ka Gura road
231.75
-
4696
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Ghati to Kuracho ka Khera Road
231.75
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4696
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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.)Manual Means Ordinary soil Upto 3 m depth
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-
-
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Badi Barjal to Haluji ka Smarak CC Road
172.2
-
117
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Dangri Bhurwara khawas ka Gura road
84
-
117
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Ghati to Kuracho ka Khera Road
8.4
-
117
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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.) Ordinary rock (not requiring blasting) Mechanical Means
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-
-
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Badi Barjal to Haluji ka Smarak CC Road
696.5
-
62
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Dangri Bhurwara khawas ka Gura road
661.38
-
62
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Ghati to Kuracho ka Khera Road
319.82
-
62
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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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Badi Barjal to Haluji ka Smarak CC Road
118.16
-
3377
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Dangri Bhurwara khawas ka Gura road
76.79
-
3377
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Ghati to Kuracho ka Khera Road
24.32
-
3377
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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M20
-
-
-
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Badi Barjal to Haluji ka Smarak CC Road
174.69
-
4266
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Dangri Bhurwara khawas ka Gura road
45.03
-
4266
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Ghati to Kuracho ka Khera Road
11.35
-
4266
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Providing and fixing of precast concrete interlocking blocks of M 30 grade manufactured from fully computerised automatic stationer hydraulic vibro pressed machine and fully computerised automatic batching plant of class A1 / A2 as per BS 6717: 2001 with rubber mould technology including painting with lacker polishing. The CC interlocking paving Blocks be laid on average 50 mm thick bed of coarse sand and the joint on is to be filled with fine sand. laying procedure on compacted subbase as defined. Complete job is to be executed as per the instruction of Engineer in charge. The rates to be inclusive of all lead and lift and taxes. P & F –do--80mm thick (M-30 Grade) –do--
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-
-
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Badi Barjal to Haluji ka Smarak CC Road
11330
-
550
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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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Badi Barjal to Haluji ka Smarak CC Road
97.5
-
2350
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Dangri Bhurwara khawas ka Gura road
60
-
2350
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Ghati to Kuracho ka Khera Road
37.5
-
2350
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Stone masonry work in cement mortar in foundation complete as drawing and Technical Specification (III)Random Rubble Masonry (ii)in cement mortar 1:6
-
-
-
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Badi Barjal to Haluji ka Smarak CC Road
699.64
-
2990
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Dangri Bhurwara khawas ka Gura road
524.28
-
2990
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Ghati to Kuracho ka Khera Road
211.33
-
2990
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Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications
-
-
-
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Badi Barjal to Haluji ka Smarak CC Road
557.44
-
106
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Dangri Bhurwara khawas ka Gura road
427.9
-
106
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Ghati to Kuracho ka Khera Road
181.8
-
106
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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 . ) 1000 mm dia
-
-
-
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Badi Barjal to Haluji ka Smarak CC Road
15
-
4550
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Dangri Bhurwara khawas ka Gura road
37.5
-
4550
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Ghati to Kuracho ka Khera Road
22.5
-
4550
... 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
-
-
-
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Badi Barjal to Haluji ka Smarak CC Road
440
-
105
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Dangri Bhurwara khawas ka Gura road
272
-
105
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Ghati to Kuracho ka Khera Road
74.6
-
105
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
-
-
-
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Badi Barjal to Haluji ka Smarak CC Road
230.56
-
425
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Dangri Bhurwara khawas ka Gura road
128.38
-
425
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Ghati to Kuracho ka Khera Road
25.36
-
425
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