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Construction Work Of Road Shrinath Town Ship, Jay Shri Awas Colony, Vishnu Nagar And Shrinath Vihar And Const. Of Road And Drain Work In Balita ( Ward No 28 ) Civil Works, Kota-Rajasthan

Urban Improvement Trust-UIT has published Construction Work Of Road Shrinath Town Ship, Jay Shri Awas Colony, Vishnu Nagar And Shrinath Vihar And Const. Of Road And Drain Work In Balita ( Ward No 28 ) Civil Works. Submission Date for this Tender is 28-09-2021. Drainage Tenders in Kota Rajasthan. Bidders can get complete Tender details and download the document.




Tender Notice

29112975
Corrigendum : Construction Work Of Road Shrinath Town Ship, Jay Shri Awas Colony, Vishnu Nagar And Shrinath Vihar And Const. Of Road And Drain Work In Balita ( Ward No 28 ) Civil Works
Open Tender
Indian
Rajasthan
Kota
28-09-2021

Tender Details

Construction Work Of Road Shrinath Town Ship, Jay Shri Awas Colony, Vishnu Nagar And Shrinath Vihar And Const. Of Road And Drain Work In Balita ( Ward No 28 ) Civil Works

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 21-Sep-2021 Corrigendum Other 28-09-2021

Key Value

Document Fees
INR 7500 /-
EMD
Refer document
Tender Value
INR 3.80 Crore /-

BOQ Items

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Sl. No. Item Description
1Part A-CC Road
2Providing, 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
3Providing, 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
4Dry 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 ofcoarse 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.
5Providing 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
6joints, 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.
7Using Cement concrete M-30 pavement Grade
8Cement concrete pavement of required thickness with (b) 1:1.5:3 (1-Cement:1.5-course sand : 3-graded stone aggregate 20 mm nominal size) including finishing complete.
9Dismantling of flexible pavements and disposal of dismantled Materials upto a lead of 1000 mtrs. Stacking serviceable and unserviceable Materials separately. (MoRTH specification : Clause 202) : BY MANUAL MEANS
10Bituminous courses
11Granular courses
12Dismantling 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)
13Part-B : BT Road
14Construction 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.
15Providing, 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
16Providing, 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
17Providing 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 specifiedrates and temperatures (including cleaning of road surface) as per MoRTH specification : Cl. 502, 112
18Providing 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
19Providing and applying tack coat on the prepared surface, with bitumen emulsion as per IS:8887 & manufacturer’s specifications @0.2 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.
20Providing and laying 20mm thick Mix Seal Surfacing on a prepared surface in a single course composed of specified close graded crushed stone aggregates (as per table 500-19) premixed with bituminous binder(including cost of anti-stripping compound, wherever required). In a Hot Mix Plant 40-60 TPH with F.E. loader, laying with paver finisher, transporting the mixed Material by tipper and rolling with power roller 8-10 tonne, to achieve desired density approved by the department, but excluding cost of tack coat with all lead & lift (MoRTH specification : clause 508). : Type “A” (22 kg binder per 10 sqm) bitumen VG30 grade.
21Providing 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.
22Part-C : RCC Drain
23Earth work in excavation by mechanical 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 m, 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 meter.All kinds of soils
24Providing 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. M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stoneaggregate 20mm nominal size).
25Random rubble dry stone Kharanja under floor.
26Centering and Shuttering with plywood or steel plate including strutting, propping bracing both ways and removal of formwork for foundation , footings,strap beam, raft , bases of columns etc.
27Providing and laying in position specified grade ofcement concrete forall RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required) excluding the cost of centering, shuttering and reinforcement.: M20 grade Nominal Mix
28Centering and Shuttering with plywood or steel plate including strutting, propping bracing both ways and removal of formwork for foundation , footings,strap beam, raft , bases of columns etc.
29Providing and laying in position specified grade ofcement concrete forall RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required) excluding the cost of centering, shuttering and reinforcement.: M20 grade Nominal Mix
30Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor Three level.Hot rolled deformed bars (IS : 1139).
31Transportation of excavatedearth from site including loading – unloading etc. complete with all lead and lift.(For 1 Km lead)
32Part D : R.R. Masonry Drain
33Earth work in excavation by mechanical 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 m, 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 meter.All kinds of soils
34Providing 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. M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stoneaggregate 20mm nominal size).
35Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in:Cement Mortar 1:6 (1 cement : 6 sand)
36Rough chisel dressed stone flooring over 20 mm (Av.) thick base in CM 1 : 6 including pointing with cement mortar 1 : 2 (1 cement : 2 stone dust) with and admixture of pigment to match the shade of stone with joint thickness upto 15 mm :35 mm thick red sand stone.
37Providing and laying damp-proof course with cement concrete grade M-150 (1 : 2 : 4) mortar prepared with 1% solution of water-proof compound completeandno glass strips are used andnot applying 2 coats of hot bitumen complete as per specifications. 50mm thick.
38Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish :
3920mm thick.
40Transportation of excavatedearth from site including loading – unloading etc. complete with all lead and lift.(For 1 Km lead)
41Part-E:V Shape Nali(Katla Nali)
42Earth work in excavation by mechanical 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 m, 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 meter.All kinds of soils
43Providing 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. M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stoneaggregate 20mm nominal size).
44Rough chisel dressed stone flooring over 20 mm (Av.) thick base in CM 1 : 6 including pointing with cement mortar 1 : 2 (1 cement : 2 stone dust) with and admixture of pigment to match the shade of stone with joint thickness upto 15 mm :35 mm thick red sand stone.
45Transportation of excavatedearth from site including loading – unloading etc. complete with all lead and lift.(For 1 Km lead)
46Part-F : RCCCD
47Earth work in excavation by mechanical 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 m, 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 meter.All kinds of soils
48Providing 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. M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stoneaggregate 20mm nominal size).
49Random rubble dry stone Kharanja under floor.
50Centering and Shuttering with plywood or steel plate including strutting, propping bracing both ways and removal of formwork for foundation , footings,strap beam, raft , bases of columns etc.
51Providing and laying in position specified grade ofcement concrete forall RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required) excluding the cost of centering, shuttering and reinforcement.: M20 grade Nominal Mix
52Centering and Shuttering with plywood or steel plate including strutting, propping bracing both ways and removal of formwork for foundation , footings,strap beam, raft , bases of columns etc.
53Providing and laying in position specified grade ofcement concrete forall RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required) excluding the cost of centering, shuttering and reinforcement.: M20 grade Nominal Mix
54Centering and Shuttering with plywood or steel plate including strutting, propping bracing both ways and removal of formwork for foundation , footings,strap beam, raft , bases of columns etc.
55Providing and laying in position specified grade ofcement concrete forall RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required) excluding the cost of centering, shuttering and reinforcement.: M20 grade Nominal Mix
56Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor Three level.Hot rolled deformed bars (IS : 1139).
57Rough chisel dressed stone flooring over 20 mm (Av.) thick base in CM 1 : 6 including pointing with cement mortar 1 : 2 (1 cement : 2 stone dust) with and admixture of pigment to match the shade of stone with joint thickness upto 15 mm :35 mm thick red sand stone.
58Transportation of excavatedearth from site including loading – unloading etc. complete with all lead and lift.(For 1 Km lead)
59Part-G: Road Berm
60Providing, 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
61Providing 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. M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stoneaggregate 20mm nominal size).
62Cement concrete pavement of required thickness with (b) 1:1.5:3 (1-Cement:1.5-course sand : 3-graded stone aggregate 20 mm nominal size) including finishing complete.
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