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_211234_6Bid Award Id
ViewTender No
NIT No. 08/2020-21 EE PWD Dn. AmetTender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.rajasthan.gov.in/
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Documents
Additional Condition of DMFT Works
BOQ Items
Construction of Foundation / Inaugration Pedastal in 23 cm thick Brick masonry in CM 1:4 of size 1.20m x 1.80m above ground level with adequate foundation including providing and fixing of Granite stone of size 0.75m x0.60m with engraving letters and figures,cement plaster,white washing etc. complete as per direction of Engineer in charge.
-
-
-
AR Oglat to Main Road Siya via Undawala 0/0 to 4/0
1
-
10902
Kelwara to Ganwar 0/0 to 3/000
1
-
10902
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)
-
-
-
AR Oglat to Main Road Siya via Undawala 0/0 to 4/0
5626
-
40
Kelwara to Ganwar 0/0 to 3/000
1644.25
-
40
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.)
-
-
-
AR Oglat to Main Road Siya via Undawala 0/0 to 4/0
3938.2
-
54
Kelwara to Ganwar 0/0 to 3/000
385.35
-
54
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 )
-
-
-
AR Oglat to Main Road Siya via Undawala 0/0 to 4/0
1687.8
-
58
Kelwara to Ganwar 0/0 to 3/000
165.15
-
58
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)
-
-
-
AR Oglat to Main Road Siya via Undawala 0/0 to 4/0
9226.64
-
36
Kelwara to Ganwar 0/0 to 3/000
902.82
-
36
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)
-
-
-
AR Oglat to Main Road Siya via Undawala 0/0 to 4/0
10176.92
-
82
Kelwara to Ganwar 0/0 to 3/000
299.23
-
82
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 at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401)(iii)for grading-III Material
-
-
-
AR Oglat to Main Road Siya via Undawala 0/0 to 4/0
7002.9
-
233
Kelwara to Ganwar 0/0 to 3/000
1013.13
-
233
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.)(ii)Grading- II (Using Screening Crushable type such as Moorum or Gravel)(a)Using Screening Crushable type such as Moorum or Gravel
-
-
-
AR Oglat to Main Road Siya via Undawala 0/0 to 4/0
1158.75
-
1025
Kelwara to Ganwar 0/0 to 3/000
-
-
-
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.)(iii)Grading- III (Using Screening Crushable type such as Moorum or Gravel)(a)Using Screening Crushable type such as Moorum or Gravel)
-
-
-
AR Oglat to Main Road Siya via Undawala 0/0 to 4/0
1158.75
-
1075
Kelwara to Ganwar 0/0 to 3/000
2072.5
-
1075
Prime 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 503 ( Low Porosity )
-
-
-
AR Oglat to Main Road Siya via Undawala 0/0 to 4/0
13905
-
31
Kelwara to Ganwar 0/0 to 3/000
13596
-
31
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 50
-
-
-
AR Oglat to Main Road Siya via Undawala 0/0 to 4/0
13905
-
10
Kelwara to Ganwar 0/0 to 3/000
13596
-
10
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.)(i)Case - I: Mechanical method using Penetration grade Bitumen VG - 30 and HMP of appropriate capacity not less than 75 tonnes/hour .
-
-
-
AR Oglat to Main Road Siya via Undawala 0/0 to 4/0
13905
-
88
Kelwara to Ganwar 0/0 to 3/000
13596
-
88
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)(ii b)Case - III : Type C (Providing and laying of premix seal coat with HMP of appropriate capacity not less than 75 tonnes/ hours using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade.) By VG - 30
-
-
-
AR Oglat to Main Road Siya via Undawala 0/0 to 4/0
13905
-
49
Kelwara to Ganwar 0/0 to 3/000
13596
-
49
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 or 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, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing )
-
-
-
AR Oglat to Main Road Siya via Undawala 0/0 to 4/0
231.75
-
4696
Kelwara to Ganwar 0/0 to 3/000
84.98
-
4696
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 1. Shape : As specified by Engineer-in-charge. 2. Tensile splitting strength and breaking load as per BS : 6717-2001..3. Colour : Grey cement natural colour 4. Variation in Dimension : Less than 1.6mm5. Variation in thickness : Less than 3.2mmP & F –do--80mm thick (M-30 Grade) –do--
-
-
-
AR Oglat to Main Road Siya via Undawala 0/0 to 4/0
1500
-
550
Kelwara to Ganwar 0/0 to 3/000
45
-
550
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.)
-
-
-
AR Oglat to Main Road Siya via Undawala 0/0 to 4/0
282.83
-
3377
Kelwara to Ganwar 0/0 to 3/000
13.26
-
3377
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)(ii)Ordinary Kilometer stone (Precast)
-
-
-
AR Oglat to Main Road Siya via Undawala 0/0 to 4/0
5
-
1395
Kelwara to Ganwar 0/0 to 3/000
4
-
1395
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)(Precast)(iii)Hectometer stone (Precast)
-
-
-
AR Oglat to Main Road Siya via Undawala 0/0 to 4/0
16
-
420
Kelwara to Ganwar 0/0 to 3/000
12
-
420
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)) (i)90 cm equilateral triangle
-
-
-
AR Oglat to Main Road Siya via Undawala 0/0 to 4/0
32
-
5263
Kelwara to Ganwar 0/0 to 3/000
6
-
5263
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)
-
-
-
AR Oglat to Main Road Siya via Undawala 0/0 to 4/0
7.2
-
12550
Kelwara to Ganwar 0/0 to 3/000
1.8
-
12550
Providing and fixing Mukhya Mantri Sadak Yojana/Mahatma Gandhi Raiys sadak Yojana informatory sign board with ogo for roads funded by State road fund having M.S. Definition plate of 1.60MM thickness frame to stell hollow dsection of 75mmX75mm, 2.5m Long stove enamelled paint with hold fast including paint logo as per approved design and colours. The logo shall be made out of 1.6mm thick circular plate duly framed with MS angle 25X25X5 mm on back and fix on 1200mm X 150mm rectangular steel base plate 1.6mm thick, the base of circular shall be plain at the junction of base plate. The size of definition plate shall be 1500X600 MM and embedding the posts by M-15 Cement concrete block 45CM X 45CM X 60 CM, 60 CM below ground level including lettering/writing and painting etc. complete in all respect.
-
-
-
AR Oglat to Main Road Siya via Undawala 0/0 to 4/0
1
-
8239
Kelwara to Ganwar 0/0 to 3/000
1
-
8239
White washing of parapet walls of CD work and tree truncks White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning Scraping etc. as per specification Clause 1915
-
-
-
AR Oglat to Main Road Siya via Undawala 0/0 to 4/0
970.48
-
12
Kelwara to Ganwar 0/0 to 3/000
59
-
12
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.)
-
-
-
AR Oglat to Main Road Siya via Undawala 0/0 to 4/0
1130.4
-
335
Kelwara to Ganwar 0/0 to 3/000
97.8
-
335
(B) Construction of Rumble strip Construction of Rumble strips with thermoplastic paint marking 5 Nos x 0.3x.025 high @ 1 mtr c/c including marking with thermoplastic paint strips 5 Nos 0.3 x 8.0 m and 4 Nos 0.15 m x 3.75 m size along and across road respectively with premix MSS Type B material and tack coat all inclusive
-
-
-
AR Oglat to Main Road Siya via Undawala 0/0 to 4/0
39
-
400
Kelwara to Ganwar 0/0 to 3/000
29.25
-
400
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
-
-
-
AR Oglat to Main Road Siya via Undawala 0/0 to 4/0
168
-
117
Kelwara to Ganwar 0/0 to 3/000
8.4
-
117
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications (B) PCC Grade M20 Height upto 5m
-
-
-
AR Oglat to Main Road Siya via Undawala 0/0 to 4/0
109.55
-
4550
Kelwara to Ganwar 0/0 to 3/000
5.23
-
4550
Laying Reinforced Cement Concrete Pipe NP3/prestrssed concrete pipe on first class bedding in single row . (Laying Reinforced cement concrete pipe NP3prestrssed 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 . )(E)300 mm dia
-
-
-
AR Oglat to Main Road Siya via Undawala 0/0 to 4/0
45
-
775
Kelwara to Ganwar 0/0 to 3/000
15
-
775
Laying Reinforced Cement Concrete Pipe NP3/prestrssed concrete pipe on first class bedding in single row . (Laying Reinforced cement concrete pipe NP3prestrssed 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 . )(D)600 mm dia
-
-
-
AR Oglat to Main Road Siya via Undawala 0/0 to 4/0
50
-
2350
Kelwara to Ganwar 0/0 to 3/000
10
-
2350
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.)Meachanical means Ordinary soil Upto 3 m depth
-
-
-
AR Oglat to Main Road Siya via Undawala 0/0 to 4/0
905.48
-
49
Kelwara to Ganwar 0/0 to 3/000
52.06
-
49
Stone masonry work in cement mortar in foundation complete as drawing and Technical Specification (III)Random Rubble Masonry (ii)in cement mortar 1:6
-
-
-
AR Oglat to Main Road Siya via Undawala 0/0 to 4/0
1145.39
-
2990
Kelwara to Ganwar 0/0 to 3/000
70.39
-
2990
Plastering with cement mortar (1:3 ) on brick work/Stone work in sub-structure as per Technical specifications
-
-
-
AR Oglat to Main Road Siya via Undawala 0/0 to 4/0
970.48
-
106
Kelwara to Ganwar 0/0 to 3/000
59
-
106
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
-
-
-
AR Oglat to Main Road Siya via Undawala 0/0 to 4/0
30.24
-
1226
Kelwara to Ganwar 0/0 to 3/000
-
-
-
Laying Reinforced Cement Concrete Pipe NP3/prestrssed concrete pipe on first class bedding in single row . (Laying Reinforced cement concrete pipe NP3prestrssed 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 . ).(B)1000 mm dia
-
-
-
AR Oglat to Main Road Siya via Undawala 0/0 to 4/0
30
-
4550
Kelwara to Ganwar 0/0 to 3/000
-
-
-
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
-
-
-
AR Oglat to Main Road Siya via Undawala 0/0 to 4/0
680
-
105
Kelwara to Ganwar 0/0 to 3/000
40
-
105
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification (I)Granular material
-
-
-
AR Oglat to Main Road Siya via Undawala 0/0 to 4/0
544
-
425
Kelwara to Ganwar 0/0 to 3/000
32
-
425
Construction of toe walls for protection of slopes as per drawing and MoRD specifications Clause 1302.5 (IV)Random rubble dry stone masonry
-
-
-
AR Oglat to Main Road Siya via Undawala 0/0 to 4/0
346.32
-
1508
Kelwara to Ganwar 0/0 to 3/000
-
-
-
Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately)(ii) By Mechanical Means(A)Bituminous course
-
-
-
Kelwara to Ganwar 0/0 to 3/000
468.75
-
195
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