Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date14 Jun 2023
Closing Date27 Jun 2023
Tender Amount₹ 2,29,60,000
Costs
EMD
₹ 4,59,200Document Cost
₹ 2,000Tender Fee
₹ 2,000
Description
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Contact
Tender Id
2023_CEPWD_343054_19Bid Award Id
ViewTender No
SE, PWD Circle, Pratapgarh NIT No. 02/2023-24Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
BOQ Items
2) Mandsour Road to Goverdhanpura (ML)
7458.75
79808
10.7
Providing and applying primer coat over prepared surface of granular base with bitumen emulsion as per IS:8887 & manufacturer’s specifications @6 kg/10 sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the Material uniformly at specified rates and temperatures (including cleaning of road surface) as per MoRTH specification : Cl. 502, 112
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-
-
2) Mandsour Road to Goverdhanpura (ML)
7312.5
208406
28.5
Earthwork in excavation for roadway in soil, including stacking / disposal of surplus Material exclusive of compensation of earth By Hydraulic Excavator CK-90 of 0.9 cum bucket capacity and tipper with disposal upto 1000 mtrs.
-
-
-
1) Damakhedi to Gadola Km. 0/0 to 2/700 (ML)
1944
62208
32
2) Mandsour Road to Goverdhanpura (ML)
2138.4
68428
32
3) Mandsour Road to Hathuniya (ML)
324
10368
32
Providing and applying primer coat over prepared surface of granular base with bitumen emulsion as per IS:8887 & manufacturer’s specifications @7 kg/10 sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the Material uniformly at specified rates and temperatures (including cleaning of road surface) as per MoRTH specification : Cl. 502, 112
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-
-
1) Damakhedi to Gadola Km. 0/0 to 2/700 (ML)
9000
296100
32.9
Construction of embankment with approved Materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted by vibratory roller 8-10 tonne to meet requirement of Tale 300-2 as per MoRTH specification : Clause No. 305
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-
-
1) Damakhedi to Gadola Km. 0/0 to 2/700 (ML)
1944
69984
36
2) Mandsour Road to Goverdhanpura (ML)
2138.4
76982
36
3) Mandsour Road to Hathuniya (ML)
324
11664
36
Providing and applying Premixed Seal Coat type “B” comprising of thin application of fine aggregate (0.06 cum per 10 sqm) premix with (6.8 kg per 10 sqm) bitumen binder (including cost of anti-stripping compound, wherever required) in mini hot mix plant 6-10 TPH, and laying with paver finisher and rolling with power roller 8-10 tonne, including all lead of mix Material (MoRTH specification : clause 511). Bitumen VG30 grade
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-
-
1) Damakhedi to Gadola Km. 0/0 to 2/700 (ML)
9180
349758
38.1
2) Mandsour Road to Goverdhanpura (ML)
7458.75
284178
38.1
Providing and laying open graded premix carpet 20mm thick (compacted), on prepared surface in a single course as wearing course, composed of specified graded crushed aggregates as per Table 500-23, heating bituminous binder @ 14.6 kg/10 sqm and aggregates in Hot Mix Plant (including cost of anti-stripping compound, wherever required), transporting the mixed Material with tipper and laying with paver finisher to the required level and grade, rolling with power roller, 8-10 tonne, but excluding cost of tack coat and seal coat with lead for mix of Material 1 km (MoRTH specification : clause 510, 112)In Hot Mix Plant 40-60 TPH, including loading of aggregates with F.E. loader bitumen VG30 grade
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-
-
1) Damakhedi to Gadola Km. 0/0 to 2/700 (ML)
9180
938196
102.2
2) Mandsour Road to Goverdhanpura (ML)
7458.75
762284
102.2
Construction of sub-grade and earthen shoulders with approved Material obtained from borrow-pits with all lifts and leads, transporting to site, spreading, grading to require slope and compacted by vibratory roller 8-10 tonne to meet requirement of Table 300-2 as per MoRTH specification : Clause No. 305.
-
-
-
1) Damakhedi to Gadola Km. 0/0 to 2/700 (ML)
3024
311472
103
2) Mandsour Road to Goverdhanpura (ML)
2794.5
287833
103
3) Mandsour Road to Hathuniya (ML)
540
55620
103
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 by vibratory roller 8-10 tonne to meet requirement of Table 300-2 including cost of compensation for earth taken from private land with lead upto 1 km as per MoRTH Specification : Clause No. 305.
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-
-
1) Damakhedi to Gadola Km. 0/0 to 2/700 (ML)
1488
174096
117
2) Mandsour Road to Goverdhanpura (ML)
4681.6
547747
117
3) Mandsour Road to Hathuniya (ML)
1226
143442
117
Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock pilling at designated locations and disposal of dismantled Materials upto a lead of 1000 mtrs. stacking serviceable and unserviceable Materials separately. (MoRTH specification : Clause 202)
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-
-
2) Mandsour Road to Goverdhanpura (ML)
140.63
125718
894
Providing, laying and spreading and compacting specified graded crushed stone in sub-base course including premixing the Material at OMC in mechanical mixer (Pug mill), carriage of mixed Material, laying in uniform layers with Motor Grader, F.E. Loader, on a prepared surface and compacting with Vibratory Compactor to achieve the desired density including all Material, labour, machinery, lighting barricading and maintenance of Driversion complete. (MoRTH specification clause 401). with all lead & lift
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-
-
1) Damakhedi to Gadola Km. 0/0 to 2/700 (ML)
1450.44
1427232
984
2) Mandsour Road to Goverdhanpura (ML)
1329.57
1308296
984
3) Mandsour Road to Hathuniya (ML)
161.16
158581
984
Providing, laying, spreading and compacting crushed graded stone aggregate as per Table 400-10 & 400.11 to Wet Mix Macadam specifications including premixing the Material with water to OMC in mechanical mixer (Pug mill) as per design mix, carriage of mixed Material by tipper to site laying in uniform layers, with motor grader/F.E. loader/Paver Finisher, in sub-base/base course on a well prepared under-base and compacting with Vibratory Roller to achieve the desired density including lighting, guarding, barricading and maintenance of Driversion etc. (MoRTH specification : Clause 406). with all lead & lift
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-
-
1) Damakhedi to Gadola Km. 0/0 to 2/700 (ML)
1836
2269296
1236
2) Mandsour Road to Goverdhanpura (ML)
1118.82
1382855
1236
Dry lean cement concrete sub - base. Construction of dry lean cement concrete 1:3:6 sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to
-
-
-
2) Mandsour Road to Goverdhanpura (ML)
93.75
267281
2851
3) Mandsour Road to Hathuniya (ML)
150
427650
2851
Providing and laying Bituminous Macadam on prepared surface with specified graded crushed aggregates as per Table 500-7, Grading-2, for base/binding course including loading of aggregates with F.E. loader and heating & mixing of stone aggregate and bitumen (including cost of anti-stripping compound, wherever required) in hot mix plant (40-60 TPH), transporting the mixed Material in tipper to paver and laying mixed Material with paver finisher to the required level and grade, rolling by power roller and vibratory compactor as per Cl. 501.6 & 501.7 to achieve the desired density (approved by the department) excluding cost of primer/tack coat. [MoRTH Specification : Clause 504, 112].50/75mm compacted thickness with 3.3% bitumen VG30 grade with lead of mix Material 1 km
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-
-
1) Damakhedi to Gadola Km. 0/0 to 2/700 (ML)
459
2403783
5237
2) Mandsour Road to Goverdhanpura (ML)
372.94
1953060
5237
Cement Concrete Pavement
Construction of un-reinforced, without dowel bar, plain cement concrete pavement, thickness design, over prepared sub base the with 43 Grade Cement or any other type as per Clause 1501.2.2 M30 (Grade) Coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate bit exceeding 25mm, mixed in concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 Micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing) spreading the concrete with shovels rakes, compacted using needle, screed and plate vibrators, adn finished in continous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, near approaches to bridge/ culvert and contruction joints, admixtures as approved, curing of concrete slabs for 14-days,
using curing compound and water finihsing to lines and grade as per drawing and MoRD specification clause 1501 including vaccum dewatering process with all required equipments.
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-
-
2) Mandsour Road to Goverdhanpura (ML)
187.5
1018500
5432
3) Mandsour Road to Hathuniya (ML)
225
1222200
5432
Clearing and grubbing road land including uprooting rank vegetation, grass, brush, shrubs, saplings and trees of girth upto 300mm, removal of stumps, disposal of unserviceable Material and depositing and stacking of serviceable Material upto 1000m from road boundary. (MoRTH Specification : Clause 201).BY MECHANICAL MEANS.In area of Light Jungle
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-
-
1) Damakhedi to Gadola Km. 0/0 to 2/700 (ML)
0.48
4634
9656
2) Mandsour Road to Goverdhanpura (ML)
0.44
4248
9656
3) Mandsour Road to Hathuniya (ML)
0.08
772
9656
PART "B" : ROAD FURNITURE
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-
-
Providing and Erecting typical Citizens Information Board as per approved drawing & specification of MoRD, made of two MS Sheet of 1.6 mm thick each of size 900 mm × 750 mm stiffened by angle iron 25 mm ×25 mm × 3 mm all around the plate and plates fixed on frame of 75 mm dia pipe of 12 SWG sheet (vertical post 3050 m with angle holdfasts and horizontal member 900 mm) to be joined by 5 mm thick MS plate at 12 places (65 × 50 mm) duly embedded in cement concrete M-15 grade of block of 600 mm × 600 mm × 750 mm size below ground level as per enclosed drawings & as directed by Engineering - In-Charge. 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 etc. complete in all respect. All sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per MoRD specification.
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-
1) Damakhedi to Gadola Km. 0/0 to 2/700 (ML)
1
8300
8300
2) Mandsour Road to Goverdhanpura (ML)
2
16600
8300
3) Mandsour Road to Hathuniya (ML)
2
16600
8300
Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area 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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-
-
1) Damakhedi to Gadola Km. 0/0 to 2/700 (ML)
3.7
27683
7482
2) Mandsour Road to Goverdhanpura (ML)
3.7
27683
7482
3) Mandsour Road to Hathuniya (ML)
1.7
12719
7482
Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 2 mm thick Al /4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 75 mm X 75 mm X 6 mm - 3 mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor.Regulatory sign boards of 90 cm Triangle. Size 90 cms. Triangle
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-
1) Damakhedi to Gadola Km. 0/0 to 2/700 (ML)
5
16590
3318
2) Mandsour Road to Goverdhanpura (ML)
3
9954
3318
3) Mandsour Road to Hathuniya (ML)
1
3318
3318
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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-
-
1) Damakhedi to Gadola Km. 0/0 to 2/700 (ML)
3
5181
1727
2) Mandsour Road to Goverdhanpura (ML)
2
3454
1727
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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-
-
1) Damakhedi to Gadola Km. 0/0 to 2/700 (ML)
480
244800
510
2) Mandsour Road to Goverdhanpura (ML)
394.5
201195
510
Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc.Hectometer stone (precast) . 200 m stone (precast)
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-
-
1) Damakhedi to Gadola Km. 0/0 to 2/700 (ML)
10
4930
493
2) Mandsour Road to Goverdhanpura (ML)
9
4437
493
3) Mandsour Road to Hathuniya (ML)
2
986
493
PART "C" : CD WORKS
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-
-
Earthwork in excavation in foundation trenches etc. in drains and channels etc. not exceeding 2m depth, including dressing of bottom and sides of trenches, stacking the excavated soil 3m clear from the edge of excavation including disposal of surplus soil as directed within a lead of 1000 metres (MoRTH specification : clause 301, 304). Ordinary soil
-
-
-
1) Damakhedi to Gadola Km. 0/0 to 2/700 (ML)
350.96
24918
71
2) Mandsour Road to Goverdhanpura (ML)
116.04
8238
71
3) Mandsour Road to Hathuniya (ML)
77.36
5492
71
Dismantaling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled Material, disposal of unserviceable Material and stacking the serviceable Material with all lift and lead of 1000 metres. [MoRTH Specification: Clause 202].BY MECHANICAL MEANS Rubble stone masonry in cement mortar
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-
-
1) Damakhedi to Gadola Km. 0/0 to 2/700 (ML)
24
4368
182
2) Mandsour Road to Goverdhanpura (ML)
36
6552
182
3) Mandsour Road to Hathuniya (ML)
24
4368
182
Providing and filling in foundation trenches and at the back of abutment wing walls etc. and below pipe bed in layers not exceeding 150 mm thick including watering and compacting including all leads and lifts. Selected granular Material in filling ( MORTH sp. Clause 2200
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-
-
1) Damakhedi to Gadola Km. 0/0 to 2/700 (ML)
146.62
61580
420
2) Mandsour Road to Goverdhanpura (ML)
45.39
19063
420
3) Mandsour Road to Hathuniya (ML)
30.26
12709
420
Providing and laying Reinforced cement concrete pipes NP-3 for culverts including jointing ends and fixing collar with cement mortar 1:2. (MoRTH specification : clause 1000/2900).. 300mm dia
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-
-
1) Damakhedi to Gadola Km. 0/0 to 2/700 (ML)
30
36360
1212
2) Mandsour Road to Goverdhanpura (ML)
22.5
27270
1212
3) Mandsour Road to Hathuniya (ML)
15
18180
1212
Providing & laying mechanically mixed and vibrated Cement Concrete in foundation upto a depth of 1.5mtr, below ground level and 1.5mtr. above ground/bed level. [MoRTH Specification : Clause 1000/1700].Cement concrete 1:3:6 mix with stone aggregate 40 mm crusher broken.
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-
-
1) Damakhedi to Gadola Km. 0/0 to 2/700 (ML)
33.38
116229
3482
2) Mandsour Road to Goverdhanpura (ML)
12.15
42306
3482
3) Mandsour Road to Hathuniya (ML)
8.1
28204
3482
Providing and laying Plain Cement Concrete M-15 mix with stone aggregate 20mm nominal size mechanically mixed and vibrated in foundation upto a depth of 1.50 below ground level and or 1.50mtr. above ground/bed level. [MoRTH Specification : Clause 1000/1700]
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-
-
1) Damakhedi to Gadola Km. 0/0 to 2/700 (ML)
149.66
613007
4096
2) Mandsour Road to Goverdhanpura (ML)
70.92
290488
4096
3) Mandsour Road to Hathuniya (ML)
47.28
193658
4096
Providing and laying Reinforced cement concrete pipes NP-3 for culverts including jointing ends and fixing collar with cement mortar 1:2. (MoRTH specification : clause 1000/2900).. 1000mm dia
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-
-
1) Damakhedi to Gadola Km. 0/0 to 2/700 (ML)
15
72300
4820
2) Mandsour Road to Goverdhanpura (ML)
22.5
108450
4820
3) Mandsour Road to Hathuniya (ML)
15
72300
4820
Providing and laying Reinforced cement concrete pipes NP-3 for culverts including jointing ends and fixing collar with cement mortar 1:2. (MoRTH specification : clause 1000/2900).. 1200mm dia
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-
-
1) Damakhedi to Gadola Km. 0/0 to 2/700 (ML)
60
375540
6259
PART "D" Retaining Wall
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-
-
Providing cement pointing 1:2, Flush & Ruled on stone, brickwork, floor at all levels. (MoRTH Specification : clause 1000/1300).
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-
-
1) Damakhedi to Gadola Km. 0/0 to 2/700 (ML)
256.5
11799
46
2) Mandsour Road to Goverdhanpura (ML)
45
2070
46
3) Mandsour Road to Hathuniya (ML)
47.25
2173
46
Earthwork in excavation in foundation trenches etc. in drains and channels etc. not exceeding 2m depth, including dressing of bottom and sides of trenches, stacking the excavated soil 3m clear from the edge of excavation including disposal of surplus soil as directed within a lead of 1000 metres (MoRTH specification : clause 301, 304). Ordinary soil
-
-
-
2) Mandsour Road to Goverdhanpura (ML)
27
1728
64
Earthwork in excavation in foundation trenches etc. in drains and channels etc. not exceeding 2m depth, including dressing of bottom and sides of trenches, stacking the excavated soil 3m clear from the edge of excavation including disposal of surplus soil as directed within a lead of 1000 metres (MoRTH specification : clause 301, 304). Ordinary soil
-
-
-
1) Damakhedi to Gadola Km. 0/0 to 2/700 (ML)
153.9
10926
71
3) Mandsour Road to Hathuniya (ML)
28.35
2012
71
Stone masonry work in cement mortar 1:3 with mechanical mixer for foundation (any level) complete, including all scaffolding etc., excluding pointing and plastering, as per drawing and technical specification. [MoRTH specification : Section 1000, 1400].Random Rubble Masonry (coursed/uncoursed)
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-
-
1) Damakhedi to Gadola Km. 0/0 to 2/700 (ML)
287.28
904070
3147
2) Mandsour Road to Goverdhanpura (ML)
50.4
158608
3147
3) Mandsour Road to Hathuniya (ML)
52.92
166539
3147
Providing & laying mechanically mixed and vibrated Cement Concrete in foundation upto a depth of 1.5mtr, below ground level and 1.5mtr. above ground/bed level. [MoRTH Specification : Clause 1000/1700].Cement concrete 1:3:6 mix with stone aggregate 40 mm crusher broken.
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-
-
1) Damakhedi to Gadola Km. 0/0 to 2/700 (ML)
25.65
89313
3482
2) Mandsour Road to Goverdhanpura (ML)
4.5
15669
3482
3) Mandsour Road to Hathuniya (ML)
4.73
16469
3482
Providing and laying Plain Cement Concrete M-15 Mix with stone aggregate 20mm nominal size mechanically mixed and vibrated, in superstructure upto 4 meter above 1.50 m level from ground/bed level. [MoRTH Specification : Clause 1000/1700]
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-
-
1) Damakhedi to Gadola Km. 0/0 to 2/700 (ML)
3.42
14008
4096
2) Mandsour Road to Goverdhanpura (ML)
0.6
2457
4096
3) Mandsour Road to Hathuniya (ML)
0.63
2580
4096
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