Public Works Department Tender
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Costs
EMD
₹ 11,38,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Renewal Strengthening of Package.
Description
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Contact
Tender Id
2018_CEPWD_102700_2Bid Award Id
ViewTender No
ACE PWD ZONE KOTA NIT NO 18-2017-18Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
BOQ Items
A/R to Bhimlat from Bundi Chittor Road Km. Km 0/0 to 3/0
1.2
-
1
Daglawda to Delunda Km 0/0 to 4/0
1.86
-
1
Jakhmund to Tulsi 0/0 to 2/500
0.6
-
1
Total
7.76
121746
15689
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
-
-
-
NH-52 Laxmipura Dora-Dabi-Raniji Ka Gudha Km. Km 32/0 to 35/0
1244.25
-
1
Total
1244.25
1399781
1125
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
-
-
-
NH-52 Laxmipura Dora-Dabi-Raniji Ka Gudha Km. Km 32/0 to 35/0
1931.25
-
1
Bundi Silor-Namana-Gararda-Bhopatpura Km. 23/500 to 25/500, 29/500 to 31/800, 32/300 to 37/00
5090.63
-
1
A/R to Bhimlat from Bundi Chittor Road Km. Km 0/0 to 3/0
1687.5
-
1
Daglawda to Delunda Km 0/0 to 4/0
4117.58
-
1
Jakhmund to Tulsi 0/0 to 2/500
1125
-
1
Total
13951.96
18486340
1325
Providing and applying primer coat over prepared surface of granular base with bitumen emulsion as per IS:8887 & manufacturer’s specifications @7.50 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
-
-
-
NH-52 Laxmipura Dora-Dabi-Raniji Ka Gudha Km. Km 32/0 to 35/0
7725
-
1
Bundi Silor-Namana-Gararda-Bhopatpura Km. 23/500 to 25/500, 29/500 to 31/800, 32/300 to 37/00
31500
-
1
A/R to Bhimlat from Bundi Chittor Road Km. Km 0/0 to 3/0
10875
-
1
Daglawda to Delunda Km 0/0 to 4/0
17437.5
-
1
Jakhmund to Tulsi 0/0 to 2/500
7500
-
1
Total
75037.5
2056027
27.4
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 (sensor as per clause 504.3.5), 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]. with all lead & lift 50/75mm compacted thickness with 3.3% bitumen VG30 grade
-
-
-
NH-52 Laxmipura Dora-Dabi-Raniji Ka Gudha Km. Km 32/0 to 35/0
506.25
-
1
Bundi Silor-Namana-Gararda-Bhopatpura Km. 23/500 to 25/500, 29/500 to 31/800, 32/300 to 37/00
1260
-
1
Total
1766.25
8654625
4900
Providing and applying tack coat on the prepared surface, with bitumen emulsion as per IS:8887 & manufacturer’s specifications @0.275 kg/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.
-
-
-
NH-52 Laxmipura Dora-Dabi-Raniji Ka Gudha Km. Km 32/0 to 35/0
10125
-
1
Bundi Silor-Namana-Gararda-Bhopatpura Km. 23/500 to 25/500, 29/500 to 31/800, 32/300 to 37/00
31500
-
1
A/R to Bhimlat from Bundi Chittor Road Km. Km 0/0 to 3/0
10875
-
1
Daglawda to Delunda Km 0/0 to 4/0
17437.5
-
1
Jakhmund to Tulsi 0/0 to 2/500
7500
-
1
Total
77437.5
828581
10.7
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
-
-
-
NH-52 Laxmipura Dora-Dabi-Raniji Ka Gudha Km. Km 32/0 to 35/0
10125
-
1
Bundi Silor-Namana-Gararda-Bhopatpura Km. 23/500 to 25/500, 29/500 to 31/800, 32/300 to 37/00
31500
-
1
A/R to Bhimlat from Bundi Chittor Road Km. Km 0/0 to 3/0
10875
-
1
Daglawda to Delunda Km 0/0 to 4/0
17437.5
-
1
Jakhmund to Tulsi 0/0 to 2/500
7500
-
1
Total
77437.5
7511437
97
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
-
-
-
NH-52 Laxmipura Dora-Dabi-Raniji Ka Gudha Km. Km 32/0 to 35/0
10125
-
1
Bundi Silor-Namana-Gararda-Bhopatpura Km. 23/500 to 25/500, 29/500 to 31/800, 32/300 to 37/00
31500
-
1
A/R to Bhimlat from Bundi Chittor Road Km. Km 0/0 to 3/0
10875
-
1
Daglawda to Delunda Km 0/0 to 4/0
17437.5
-
1
Jakhmund to Tulsi 0/0 to 2/500
7500
-
1
Total
77437.5
2400562
31
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..
-
-
-
NH-52 Laxmipura Dora-Dabi-Raniji Ka Gudha Km. Km 32/0 to 35/0
2130
-
1
Bundi Silor-Namana-Gararda-Bhopatpura Km. 23/500 to 25/500, 29/500 to 31/800, 32/300 to 37/00
6918.75
-
1
A/R to Bhimlat from Bundi Chittor Road Km. Km 0/0 to 3/0
2400
-
1
Daglawda to Delunda Km 0/0 to 4/0
2092.5
-
1
Jakhmund to Tulsi 0/0 to 2/500
1200
-
1
Total
14741.25
1798432
122
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.
-
-
-
NH-52 Laxmipura Dora-Dabi-Raniji Ka Gudha Km. Km 32/0 to 35/0
1
-
1
Bundi Silor-Namana-Gararda-Bhopatpura Km. 23/500 to 25/500, 29/500 to 31/800, 32/300 to 37/00
2
-
1
A/R to Bhimlat from Bundi Chittor Road Km. Km 0/0 to 3/0
2
-
1
Daglawda to Delunda Km 0/0 to 4/0
1
-
1
Jakhmund to Tulsi 0/0 to 2/500
1
-
1
Total
7
49280
7040
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
-
-
-
NH-52 Laxmipura Dora-Dabi-Raniji Ka Gudha Km. Km 32/0 to 35/0
135.68
-
1
Daglawda to Delunda Km 0/0 to 4/0
3580.5
-
1
Total
3716.18
4180696
1125
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 exceed 15:1, aggregate gradation after blening to be as per Table 600-1, cement content not to be less than 200 Kg/Cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonne vibratory roller, finishing and curing.
-
-
-
NH-52 Laxmipura Dora-Dabi-Raniji Ka Gudha Km. Km 32/0 to 35/0
125.63
-
1
Bundi Silor-Namana-Gararda-Bhopatpura Km. 23/500 to 25/500, 29/500 to 31/800, 32/300 to 37/00
243.75
-
1
A/R to Bhimlat from Bundi Chittor Road Km. Km 0/0 to 3/0
37.5
-
1
Jakhmund to Tulsi 0/0 to 2/500
34.5
-
1
Total
441.38
1152430
2611
Providing and Laying un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base with 43 grade cement, coarse and fine aggregate conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, 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 and vacuum processing pump as approved, curing compound, finishing to lines and grades as per drawing as per MoRTH Specification : Clause No. 602, 112. Using Cement concrete M-30 pavement Grade
-
-
-
NH-52 Laxmipura Dora-Dabi-Raniji Ka Gudha Km. Km 32/0 to 35/0
314.06
-
1
Bundi Silor-Namana-Gararda-Bhopatpura Km. 23/500 to 25/500, 29/500 to 31/800, 32/300 to 37/00
487.5
-
1
A/R to Bhimlat from Bundi Chittor Road Km. Km 0/0 to 3/0
75
-
1
Jakhmund to Tulsi 0/0 to 2/500
150
-
1
Total
1026.56
5274478
5138
Supply of villege Name Board size 600x900 mm made out of 1.25 mm thick M.S. Sheet duly framed with 30mm Outer Dia Mild Steel tube tightened with M.S. flat 12x3 mm fixed on two posts of size 40 mm ODMS tube 3M long whole board is processed in blue/white stoving enamel paint and white/red machine cut reflective sheet complete in all respect posts duly painted with black/white synthetic enamel.
-
-
-
NH-52 Laxmipura Dora-Dabi-Raniji Ka Gudha Km. Km 32/0 to 35/0
1
-
1
Bundi Silor-Namana-Gararda-Bhopatpura Km. 23/500 to 25/500, 29/500 to 31/800, 32/300 to 37/00
4
-
1
A/R to Bhimlat from Bundi Chittor Road Km. Km 0/0 to 3/0
2
-
1
Daglawda to Delunda Km 0/0 to 4/0
2
-
1
Jakhmund to Tulsi 0/0 to 2/500
1
-
1
Total
10
33000
3300
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade 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 90 cm equilateral triangle
-
-
-
NH-52 Laxmipura Dora-Dabi-Raniji Ka Gudha Km. Km 32/0 to 35/0
1
-
1
Total
1
2142
2142
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.
-
-
-
NH-52 Laxmipura Dora-Dabi-Raniji Ka Gudha Km. Km 32/0 to 35/0
560
-
1
Total
560
18480
33
Filling pot holes and patch repair with WBM as per table 400-7 to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of screening (Table 400-8) / binding Materials to fill up the interstices of coarse aggregates, watering (with water browser) and rolling, making necessary earthen bund to protect edges, lighting, guarding, barricading and maintenance of Driversion etc. [MoRTH specifications : Clause 404].
-
-
-
NH-52 Laxmipura Dora-Dabi-Raniji Ka Gudha Km. Km 32/0 to 35/0
120
-
1
Total
120
14040
117
Filling pot-holes and patch repairs with open-graded premix surfacing, 20mm thick compacted with bitumen binder VG10 @14.60 kg/10 sqm and aggregate in Hot Mix Plant, transporting the mixed Material with tipper and laying manually to the required level and grade, rolling with power roller, 8-10 tonne, removal of all failed Material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot-holes with hot bituminous Material as per Clause 511, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 including cost of tack coat and excluding cost of seal coat with lead for mix of Material 1 km. (MoRTH specification : Clause 3004.2)
-
-
-
NH-52 Laxmipura Dora-Dabi-Raniji Ka Gudha Km. Km 32/0 to 35/0
192
-
1
Total
192
20352
106
Scarifying, including picking up scarified Material and stacking of old serviceable Material within a lead of 1000 meter [MoRTH Specification: Clause 202 & 305.4.3]. Bituminous course – 50-75mm thick alongwith premix carpet and surface dressing but without disturbing the base with all lift and lead upto 1000m for reusable Materials. With power driven scarifier
-
-
-
Bundi Silor-Namana-Gararda-Bhopatpura Km. 23/500 to 25/500, 29/500 to 31/800, 32/300 to 37/00
33750
-
1
A/R to Bhimlat from Bundi Chittor Road Km. Km 0/0 to 3/0
11250
-
1
Total
45000
468000
10.4
Providing, laying and spreading of granular sub-base by providing coarse 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 MoRTH Specification : clause No. 401. Grading-III
-
-
-
Bundi Silor-Namana-Gararda-Bhopatpura Km. 23/500 to 25/500, 29/500 to 31/800, 32/300 to 37/00
1012.5
-
1
Daglawda to Delunda Km 0/0 to 4/0
523.13
-
1
Jakhmund to Tulsi 0/0 to 2/500
225
-
1
Total
1760.63
762350
433
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). 300 mm dia
-
-
-
Bundi Silor-Namana-Gararda-Bhopatpura Km. 23/500 to 25/500, 29/500 to 31/800, 32/300 to 37/00
30
-
1
A/R to Bhimlat from Bundi Chittor Road Km. Km 0/0 to 3/0
15
-
1
Daglawda to Delunda Km 0/0 to 4/0
37.5
-
1
Total
82.5
89430
1084
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)
-
-
-
Bundi Silor-Namana-Gararda-Bhopatpura Km. 23/500 to 25/500, 29/500 to 31/800, 32/300 to 37/00
10
-
1
A/R to Bhimlat from Bundi Chittor Road Km. Km 0/0 to 3/0
4
-
1
Daglawda to Delunda Km 0/0 to 4/0
5
-
1
Jakhmund to Tulsi 0/0 to 2/500
3
-
1
Total
22
33726
1533
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)
-
-
-
Bundi Silor-Namana-Gararda-Bhopatpura Km. 23/500 to 25/500, 29/500 to 31/800, 32/300 to 37/00
36
-
1
A/R to Bhimlat from Bundi Chittor Road Km. Km 0/0 to 3/0
12
-
1
Daglawda to Delunda Km 0/0 to 4/0
20
-
1
Jakhmund to Tulsi 0/0 to 2/500
10
-
1
Total
78
34398
441
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.
-
-
-
Bundi Silor-Namana-Gararda-Bhopatpura Km. 23/500 to 25/500, 29/500 to 31/800, 32/300 to 37/00
325
-
1
A/R to Bhimlat from Bundi Chittor Road Km. Km 0/0 to 3/0
220
-
1
Daglawda to Delunda Km 0/0 to 4/0
12
-
1
Jakhmund to Tulsi 0/0 to 2/500
14
-
1
Total
571
285500
500
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade 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
-
-
-
Bundi Silor-Namana-Gararda-Bhopatpura Km. 23/500 to 25/500, 29/500 to 31/800, 32/300 to 37/00
20
-
1
A/R to Bhimlat from Bundi Chittor Road Km. Km 0/0 to 3/0
20
-
1
Total
40
71600
1790
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade 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 circular
-
-
-
Bundi Silor-Namana-Gararda-Bhopatpura Km. 23/500 to 25/500, 29/500 to 31/800, 32/300 to 37/00
6
-
1
A/R to Bhimlat from Bundi Chittor Road Km. Km 0/0 to 3/0
4
-
1
Total
10
20210
2021
Supply of flood gauge (water gauge) as per IRC 67 standard 200cm long fixed on angle iron posts 50×50×6mm 2.6m long
-
-
-
Bundi Silor-Namana-Gararda-Bhopatpura Km. 23/500 to 25/500, 29/500 to 31/800, 32/300 to 37/00
10
-
1
A/R to Bhimlat from Bundi Chittor Road Km. Km 0/0 to 3/0
2
-
1
Total
12
17820
1485
Providing and fabricating Steel reinforcement for RCC works including cutting, bending, placing in position and binding complete including cost of binding wire. (MoRTH specification : Clause 1000/1600). HYSD bars
-
-
-
Bundi Silor-Namana-Gararda-Bhopatpura Km. 23/500 to 25/500, 29/500 to 31/800, 32/300 to 37/00
0.47
-
1
A/R to Bhimlat from Bundi Chittor Road Km. Km 0/0 to 3/0
0.24
-
1
Total
0.71
38046
53586
Providing and laying Reinforced Cement Concrete M-20 mix with stone aggregate 20 mm nominal size mechanically mixed and vibrated for bed plates excluding steel reinforcement but including centering and shuttering, laid in position. (MoRTH specification : clause 1000/1700)
-
-
-
Bundi Silor-Namana-Gararda-Bhopatpura Km. 23/500 to 25/500, 29/500 to 31/800, 32/300 to 37/00
2.83
-
1
A/R to Bhimlat from Bundi Chittor Road Km. Km 0/0 to 3/0
1.41
-
1
Total
4.24
17583
4147
Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces
-
-
-
Bundi Silor-Namana-Gararda-Bhopatpura Km. 23/500 to 25/500, 29/500 to 31/800, 32/300 to 37/00
101.52
-
1
A/R to Bhimlat from Bundi Chittor Road Km. Km 0/0 to 3/0
32.76
-
1
Total
134.28
9533
71
Loosening, levelling and compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150mm, mixed with water at OMC and then compacted by vibratory roller 8-10 tonne to achieve minimum dry density as given in table 300-2 for embankment construction as per MoRTH specification : Clause No. 305.
-
-
-
Daglawda to Delunda Km 0/0 to 4/0
2615.63
-
1
Jakhmund to Tulsi 0/0 to 2/500
1125
-
1
Total
3740.63
97256
26
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.
-
-
-
Daglawda to Delunda Km 0/0 to 4/0
7627.5
-
1
Jakhmund to Tulsi 0/0 to 2/500
4500
-
1
Total
12127.5
1188495
98
Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming toIRC-79 and the drawings.
-
-
-
Daglawda to Delunda Km 0/0 to 4/0
85
-
1
Total
85
37570
442
Vertical Guide Posts Supplying and installation of Vertical Guide Posts not less than 800mm high above ground level. The Vertical Guide Posts shall have a core and shell construction which shall be made of tough, high impact resistant, injection-molded, thermoplastic outer body.The inner core shall consist of powder coated or painted Mild steel of minimum thickness 1.0mm. The Vertical Guide Posts should consist of top retro-reflective unit consisting of white color micro prismatic non metallic retro-reflective sheeting of minimum exposed area 125 cm2 and bottom retro-reflective unit consist of red color micro prismatic non metallic retro-reflective sheeting with 35 cm2 minimum exposed area confirming with ASTM D4956 type XI standards. The Vertical Guide Posts shall be fixed to the ground by inserting the root of the Vertical Guide Post up to the marked portion and by firm concrete filling as per the instructions by engineer incharge.The contractor shall submit 2 years pre qualified warranty certificate from the manufacturer for satisfactory field performance during the time of bid submission
-
-
-
Daglawda to Delunda Km 0/0 to 4/0
24
-
1
Total
24
44736
1864
Earthwork in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layer, ramming, watering and disposal of surplus soil within a lead of 1000 meters, as per drawing and technical Earth in excavation for foundation of specification. [MoRTH Specification : Clause 304].
-
-
-
Daglawda to Delunda Km 0/0 to 4/0
13.06
-
1
Total
13.06
888
68
Structural cement concrete (Design Mix) in open foundations, with form work, at any level. Cement concrete for plain/reinforced concrete in open foundations as per drawing and technical specification. [MoRTH Specification : Section 1700 & 1500]. With 20mm nominal size aggregate By using concrete mixer P.C.C. M-15 grade
-
-
-
Daglawda to Delunda Km 0/0 to 4/0
20.15
-
1
Total
20.15
72197
3583
Structural cement concrete (Design Mix) in open foundations, with form work, at any level. Cement concrete for plain/reinforced concrete in open foundations as per drawing and technical specification. [MoRTH Specification : Section 1700 & 1500]. With 20mm nominal size aggregate By using batching plant R.C.C. M-20 grade
-
-
-
Daglawda to Delunda Km 0/0 to 4/0
8.4
-
1
Total
8.4
28845
3434
Providing and laying steel reinforcement at any level in foundation complete as per drawing and technical specification. [MoRTH Specification : Section 1600]. HYSD bar reinforcement
-
-
-
Daglawda to Delunda Km 0/0 to 4/0
0.07
-
1
Total
0.07
3752
53607
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).1000 mm dia
-
-
-
Daglawda to Delunda Km 0/0 to 4/0
10
-
1
Total
10
48350
4835
Scarifying, including picking up scarified Material and stacking of old serviceable Material within a lead of 1000 meter [MoRTH Specification: Clause 202 & 305.4.3]. Top bituminous surface of surface dressing or SDBC or premix carpet with all lift and lead upto 1000m for reusable Materials.
-
-
-
Jakhmund to Tulsi 0/0 to 2/500
3225
-
1
Total
3225
25477
7.9
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].Cement concrete grade M-15 & M-20
-
-
-
Jakhmund to Tulsi 0/0 to 2/500
30
-
1
Total
30
8610
287
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