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
2021_CEPWD_210695_6Bid Award Id
ViewTender No
NIT No. 07/2020-21 PWD Dn. RajsamandTender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
BOQ Items
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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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-
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Shivpura to Charana Shyam via Ladpaja
2700
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40
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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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Charana to Gawardi
284.51
-
36
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Shivpura to Charana Shyam via Ladpaja
3322.64
-
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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-
-
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Charana to Gawardi
1590.49
-
82
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Shivpura to Charana Shyam via Ladpaja
2302.36
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82
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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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Charana to Gawardi
1406.25
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98
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Shivpura to Charana Shyam via Ladpaja
2700
-
98
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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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Charana to Gawardi
2983.5
-
233
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Shivpura to Charana Shyam via Ladpaja
4443.12
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233
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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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Charana to Gawardi
2151.56
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1015
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Shivpura to Charana Shyam via Ladpaja
4050
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1015
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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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Charana to Gawardi
9180
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31
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Shivpura to Charana Shyam via Ladpaja
15682.5
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31
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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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Charana to Gawardi
9180
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10
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Shivpura to Charana Shyam via Ladpaja
15682.5
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10
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Bituminous Macadam (Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction) VG - 30. for GradingII(19 mm nominal size)
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-
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Charana to Gawardi
367.2
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4354
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Shivpura to Charana Shyam via Ladpaja
627.3
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4354
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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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Charana to Gawardi
9180
-
88
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Shivpura to Charana Shyam via Ladpaja
15682.5
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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 - I : Type A By VG- 30.
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-
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Charana to Gawardi
9180
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48
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Shivpura to Charana Shyam via Ladpaja
15682.5
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48
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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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Charana to Gawardi
229.5
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4696
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Shivpura to Charana Shyam via Ladpaja
401.63
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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.),Mechanical Means Ordinary soil, upto 3 m depth
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-
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Charana to Gawardi
284.51
-
49
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Shivpura to Charana Shyam via Ladpaja
622.64
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49
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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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Charana to Gawardi
49.43
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3377
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Shivpura to Charana Shyam via Ladpaja
88.67
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3377
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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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Charana to Gawardi
250.87
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2990
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Shivpura to Charana Shyam via Ladpaja
753.07
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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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-
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Charana to Gawardi
204.24
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106
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Shivpura to Charana Shyam via Ladpaja
552.73
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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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-
-
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Charana to Gawardi
15
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4550
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Shivpura to Charana Shyam via Ladpaja
127.5
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4550
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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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Charana to Gawardi
60
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2350
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Shivpura to Charana Shyam via Ladpaja
60
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2350
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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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Charana to Gawardi
60
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775
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Shivpura to Charana Shyam via Ladpaja
60
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775
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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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Charana to Gawardi
3.65
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3891
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Shivpura to Charana Shyam via Ladpaja
10.52
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3891
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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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Charana to Gawardi
252
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105
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Shivpura to Charana Shyam via Ladpaja
220
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105
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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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Charana to Gawardi
3
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1395
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Shivpura to Charana Shyam via Ladpaja
6
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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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Charana to Gawardi
3.6
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12035
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Shivpura to Charana Shyam via Ladpaja
6.3
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12035
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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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Charana to Gawardi
12
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2950
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Shivpura to Charana Shyam via Ladpaja
20
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2950
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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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Charana to Gawardi
1
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8500
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Shivpura to Charana Shyam via Ladpaja
1
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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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Charana to Gawardi
757.2
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335
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Shivpura to Charana Shyam via Ladpaja
1168.8
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335
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