Urban Improvement Trust Tender
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Costs
EMD
₹ 40,94,000Document Cost
₹ 7,500Tender Fee
₹ 1,000
Description
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Contact
Tender Id
2022_UITKo_257723_1Bid Award Id
ViewTender No
NIT 57/21-22 (9)Tender Authority
Urban Improvement Trust ViewPurchaser Address
-Website
http://http://urban.rajasthan.gov.in/content/raj/udh/uit-udaipur/en/home.html
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Documents
BOQ Items
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 to earth taken from private land with lead upto 1 km as per MoRTH specification : clause no 305.
195696
-
107
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.
15276.6
-
134
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
6480
-
463
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
12417.3
-
1293
Providing, laying, spreading and compacting crushed graded stone aggregate as per table 400-10 & 400.11 to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), as per design mix, carriage of mixed material by tipper to site, laying in uniform layers in motor grader/F.E. loader/ paver finisher, in subbase/base course on a well prepared under -base and compacting with vibratory roller to achieve the desired density including lighting, guarding, barricating and maintenance of diversion, etc. (MoRTH Specification : Clause 406) with all lead & lift
15202.69
-
1471
Providing and applying primer coat over prepared surface of granular base with bitumen emulsion as per Is 8887 & manufacturer's specificaiton @6 Kg/10 sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and tempretures (including cleaning of road surface ) as per MoRTH Specification : Clause 502, 112
59535
-
26
Providing and applying tack coat on prepared surface with bitumen emulsion as per Is 8887 & manufacturer's specificaiton @0.2 Kg/sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and tempretures (including cleaning of road surface ) as per MoRTH Specification : Clause 502, 112
59535
-
9
Providing and laying Dense Bituminous Macadam on prepared surface with specified graded crushed aggregates (as per table 500-9, 500-10 and design mix) for base/binder course including loading of Material with F.E. loader, heating of binder (including cost of anti stripping compound, wherever required) aggregates and filler in hot mix plant (40-60 TPH), transporting the mixed Material by tippers and laying with sensor paver finisher as per clause 504.3.5 to the required level and grade, rolling by self propelled power rollers and vibratory rollers or pneumatic tyred roller, 150-250 KN. TP=0.7 Mpa, to achieve the desired density (approved by the department) but excluding primer/tack coat. (MoRTH specification : clause 505, 112). with all lead & lift. (a) 50-75mm compacted thickness with 4.5% bitumen content VG30 grade
4167.45
-
6976
Providing and laying Bituminous Concrete as per Design Mix on prepared surface with specified graded stone aggregates as per Table 500-17, for wearing course including loading of aggregates with F.E. loader and hot mixing of binder (including cost of anti-stripping compound, wherever required) and 3% cement filler with aggregates in Hot Mix Plant 40-60 TPH, transporting the mixed Material with tipper to paver and laying with sensor paver finisher (as per clause 504-3.5) to the required level, grades and rolling with vibratory compactor and pneumatic tyred roller 150-250 kN, TP = 0.7 Mpa, to achieve the desired density (approved by the department as per job mix) excluding cost of primer/tack coat. (MoRTH specification : clause 507). with all lead & lift. 30-45mm compacted with 6% binder. (a) With straight run bitumen grade VG30
2381.4
-
8558
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35 the finished surface to be level uniform and free from streaks and holes.
3105
-
575
Kilometre Stone. Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. Ordinary kilometer stone (precast)
10
-
1839
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
50
-
2324
80 mm x 60 mm rectangular
20
-
2734
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 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
90
-
4002
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
150
-
1159
1000 mm dia
40
-
4851
1200 mm dia
40
-
6353
PART (B) C.D. Work
-
-
-
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]. In ordinary soil [MoRTH Specification : clause 301]. BY MECHNICAL MEANS. Depth upto 3m
1946.05
-
69
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+C28 and technical Earth in excavation for foundation of specification. [MoRTH Specification : Clause 304].In Ordinary/Soft rock (not requiring blasting) [MoRTH Specification : Clause 301] BY MECHNICAL MEANS.
2750.33
-
103
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+C9 lead of 1000 meters, as per drawing and technical Earth in excavation for foundation of specification. [MoRTH Specification : Clause 304].In Hard rock [MoRTH Specification : Clause 301,302,303] BY MECHNICAL MEANS Blasting Prohibited.
575.1
-
670
Demolishing cement concrete manully/ by mechnically means including disposal of material within 50 mtr. lead as per direction eningeer in charge: 1:3:6 or richer mix.
100
-
465
Dismantling stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge.. In cement mortar.
375
-
470
Plain Cement Concrete 1:3:6 with 40mm nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibrator including curing for 14 days. (MoRTH specification clause : 2100)
384.53
-
3253
Drilling of holes upto 50 mm dia suing rotary percussion drilling machine in any strata, fixing of casing pipe washing of holes by alternate cycles of air & water jetting till cleaning water flows from the pipe complete. For pier, abutment etc.
420
-
350
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 20 MM NOMINAL SIZE AGGREGATE R.C.C. M-30 GRADE .BY USING CONCRERE MIXER
2293.11
-
4607
Providing and laying steel reinforcement at any level in foundation complete as per drawing and technical specification. [MoRTH Specification : Section 1600]. HYSD bar reinforcement
270.01
-
64328
Structural cement concrete for plain concrete/ reinforced concrete for substructure at any level, complete as per drawing and technical specification.Design mix concrete – [MoRTH Specification : Section 1500 & 1700]. RCC in M-30 grade, including form work. Upto 5m height
2186.75
-
4858
Structural cement concrete for plain concrete/ reinforced concrete for substructure at any level, complete as per drawing and technical specification.Design mix concrete – [MoRTH Specification : Section 1500 & 1700]. RCC in M-30 grade, including form work. For height between 5m and 10m.
897.5
-
4996
Steel reinforcement in substructure complete. [MoRTH Specification : Section 1600]. HYSD reinforcement
290.54
-
64448
Structural RCC/PSC upto a height of 5 mtr. for reinforced concrete in superstructure complete including steel formwork, scaffolding etc. As per drawing and technical specification. Design mix concrete. [MoRTH Specification : 1500 & 1700]. RCC M-30 grade. Solid slab superstructure
1308.18
-
4961
Providing and laying HYSD bar reinforcement at any level in superstructure complete as per drawing and technical Specification. [MoRTH Specification : Section 1600]
123.23
-
65586
Construction of dry rubble stone flooring at cross drainage works for relatively less important works. ( Restricted to one stone thickness only ) (MoRTH specification : clause 2506)
624.96
-
1088
Back filling behind abutment, wing wall and return wall, in 150mm layers, with mechanical compaction, complete with all lead and lift, as per drawing and technical specification. [MoRTH Specification : Clause 304].Gravelly Material
448
-
443
Providing and fixing 20mm thick Compressible Fibre Board in expansion joint complete as per drawing and technical specification in MoRTH specification : clause 2605.
137.28
-
1325
Providing and laying reinforced cement concrete grade M-30 design mix railing complete as per drawing and technical Specification. [MoRTH Specification : 2703, 1500, 1600 & 1700]. Cast in Situ
384
-
1525
Providing A.C. pipe Weep holes 150mm dia in Masonry/plain Concrete/Reinforced Concrete abutment, wing wall/return wall complete as per drawing and technical specification. [MoRTH Specification : Clause 2205].
500
-
128.52
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 1.50 mtr. above ground/bed level.
312.48
-
3934
Reinforced cement concrete wearing coat M-30 grade at any level including formwork and reinforcement complete as per drawing and technical Specification. [MoRTH Specification : Clause 2204, 1500 & 1700]. CC MIXER
145.92
-
10158
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]. (a) Cement concrete 1:3:6 mix with crushed stone aggregate 20 mm nominal size.
208.32
-
3366
Earth work in excavation by mechnical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 Sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 Mtr. including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 Mtr.All kinds of soils.
432
-
174
Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).
43.2
-
3083
Random Rubble stone masonry for foundation and plinth in Cement sand mortar above 30cm thick wall in : Cement Mortar 1:6 (1 cement : 6 sand)
434.03
-
2316
Random Rubble stone masonry for superstructure above plinth level one storey height above 30 cm. thick walls in : Cement Mortar 1 : 6 (1-Cement : 6-Sand).
91.13
-
2747
Providing and laying damp-proof course with cement concrete grade M-150 (1:2:4) mortar prepared with 1% solution of water-proof compound) excluding two coats of hot blown bitumen (2 kg per sqm) complete as per specification without glass strip 3mm thick at a distance of 1m interval. 50mm thick.
121.5
-
130
Plaster on new surface of walls in cement sand mortar 1:6 including racking of joints etc. complete fine finish : 20mm thick
432
-
126
Finishing wall with water proofing cement paint of approved brand and manufacture and or required shade to give an even shade including all scaffolding : New work (Two or more coats applied @ 3.84 kg /10 sqm).
540
-
77
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