}

Construction Of Road From Community Hall Sakatpura To Rajasthani Ghat, Police Thana Kunhari To Rajputana Chowk, Barrage To Led Garden Civil Work, Kota-Rajasthan

Urban Improvement Trust-UIT has published Construction Of Road From Community Hall Sakatpura To Rajasthani Ghat, Police Thana Kunhari To Rajputana Chowk, Barrage To Led Garden Civil Work. Submission Date for this Tender is 11-10-2021. Road Work Tenders in Kota Rajasthan. Bidders can get complete Tender details and download the document.




Tender Notice

29268915
Corrigendum : Construction Of Road From Community Hall Sakatpura To Rajasthani Ghat, Police Thana Kunhari To Rajputana Chowk, Barrage To Led Garden Civil Work
Open Tender
Indian
Rajasthan
Kota
11-10-2021

Tender Details

Construction Of Road From Community Hall Sakatpura To Rajasthani Ghat, Police Thana Kunhari To Rajputana Chowk, Barrage To Led Garden Civil Work

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 24-Sep-2021 Corrigendum Date 11-10-2021

Key Value

Document Fees
INR 7500 /-
EMD
Refer document
Tender Value
INR 12 Crore /-

BOQ Items

Name of Work:Construction of Road from Community Hall Sakatpura to Rajasthani Ghat, Police Thana Kunhari to Rajputana Chowk, Barrage to LED Garden
Sl. No. Item Description
1Dismantaling 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 300 metres. [MoRTH Specification: Clause 202]. :Dismantling Brick/Tile work : In cement mortar
2BY MECHANICAL MEANS
3Cement concrete grade M-15 & M-20
4Dismantling stone masonry
5Rubble stone masonry in cement mortar
6Scarifying, including picking up scarified Material and stacking of old serviceable Material within a lead of 300 meter [MoRTH Specification: Clause 202 & 305.4.3].
7Bituminous course – 50-75mm thick alongwith premix carpet and surface dressing but without disturbing the base with all lift and lead upto 300m for reusable Materials.
8Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplingsand trees girth up to 300 mm, removal of stumps of trees cut earlierand disposal of unserviceable materials and stacking of serviceable material up to a lead of 300m including removal and disposal of top organic soil not exceeding in 150 mm thickness as per MoRTH specification clause 201: By mechanical Means.. In area of light jungle
9Construction 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.
10Earthwork in excavation for roadway in soil,including stacking / disposal of surplus Material exclusive of compensation of earth(MoRTH specification : clause 301 to 305).
11By Hydraulic Excavator CK-90 of 0.9 cum bucket capacity and tipper with disposal upto 300 mtrs.
12Providing, 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
13Providing ,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 at 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 diversion etc.(MoRTH specification :clause 406) with all lead and lift.
14Providing 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
15(a) Add extra to above item per kg extra in emulsion per 10 sqm
16Providing 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.
17(a) Add extra for above item per 0.1 kg extra in emulsion per sqm
18Providing and laying Dense Bituminous Macadam on prepared surface with specified graded crushed aggregates (as per table 250-9, 250-10 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
19(c) 50-75mm compacted thickness with 4.25% bitumen content VG30 grade
20Providing and laying Bituminous Concrete as per Design Mix on prepared surface with specified graded stone aggregates as per Table 250-17, 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
2130-45mm compacted with 6% binder
22(a) With straight run bitumen grade VG30
23Dry 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 500-1, 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.
24Providing 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 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.
25Using Cement concrete M-25 pavement Grade
26Providing 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.
27Providing and fixing precast cement concrete M-15 kerb as per design, including fixing at site. (MoRTH specification : section 300 & 1700).
28Providing and Fixing of Retro Reflectorised direction & place identification sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type XI standards of ASTM D4956-09 specifications, fixed over 2mm thick Al / 4 mm thick ACP sheet supported with Back support frame of 35x35x5mm mild steel angle with areas not exceeding 0.9 sqm. Supported in mild steel angle iron post 75x75x6mm - 3 mtr height ,firmly fixed to the grounf by means of properly designed foundation of M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level complete (as per MoRT&H specification No.801) (for area Less than 0.9 sqm). 10 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. (This shall be used only for N.H, S.H & M.S.H Roads). Direction Signboardsbelow 0.9 Sq.Mtr SizeLess than 0.9 SQ.Mtr Direction Sign Board
29Providing and Fixing of Retro Reflectorised direction & place identification sign boards made out of retro reflective sheeting of micro prismatic grade conforming to IRC-67: 2012 & Type XI standards of ASTM D4956-09 specifications, fixed over 2mm thick Al / 4 mm thick ACP sheet supported with Back support frame of 35x35x5mm mild steel angle with areas not exceeding 0.9 sqm. Supported in mild steel angle iron post 75x75x6mm - 3 mtr height ,firmly fixed to the grounf by means of properly designed foundation of M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level complete (as per MoRT&H specification No.801) (for area Less than 0.9 sqm). 10 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. (This shall be used only for N.H, S.H & M.S.H Roads). Direction Signboards Above 0.9 Sq.Mtr Greaterthan 0.9 SQ.Mtr Direction Sign Board
30Providing 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
3190 cm equilateral triangle
3260 cm equilateral triangle
3360 cm circular
3480 mm x 60 mm rectangular
3560 cm x 45 cm rectangular
3660 cm x 60 cm square
3790 cm high octagon
38Raised Pavment Marker ( Cats Eyes): Supplyingand Fixing of Molded Shank Raised Pavement Markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 15250 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 – DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 100 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the engineer. The contractor shall submit 2 years pre qualified warranty certificate from the manufacturer for satisfactory field performance during the time of bid submission
39Providing and laying Reinforced cement concrete pipes NP-3 for culverts including jointing ends and fixing collar with cement mortar 1:2. (MoRTH specification : clause 300/2900).
40300 mm dia
41600 mm dia
42Providing and fixing of Reinforced Ferro-Cement Drain cover designed of class "A" & "AA" loading duly marked on cover with adequate steel reinforcement having thickness 75 mm to 150 mm anti-corrosive bitumen painted M.S. plate, Rim and on M.S. lifting hooks, admixture like plasticizer bond-improving compound, shrinkage resistance compound, abrasion resistant complete as per approved design etc.
43Span 701 mm to 1200 mm Standard Size 1500 x 500 mm
44Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal ofexcavated earth, lead upto 50m andlift upto 1.5 m , disposed earth to be levelled and neatly dressed: All kinds of soil
45Earth work in excavation/ by mechanical means (Hydraulic Excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50 m andlift upto 1.5 m , disposed earth to be levelled and neatly dressed:
46Ordinary rock
47Hard rock(blasting prohibited) useful MATERIAL 30%
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.
49M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stoneaggregate 20mm nominal size).
50Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in:
51Cement Mortar 1:4 ( 1-Cement : 4-Sand).
52Flyash Brick masonry with Flyash Bricks of class designation 75infoundation and plinth.
53Cement mortar 1 : 4 (1 cement : 4 coarse sand)
54Random Rubble stone masonry with hard stone in superstructure aboveplinth level and upto Three Levelabove 30cm. thick walls in :
55Cement Mortar 1:4 ( 1-Cement : 4-Sand).
56Half Flyash Brick masonry in foundation & plinth using Flyash Bricks of designation 75
57Cement mortar 1 : 4 (1 cement : 4 coarse sand)
58Random rubble dry stone Kharanja under floor.
59Plaster on new surface on walls in cement sand mortar 1:4 including rackingofjointsetc. complete fine finish :
6020mm thick .
6112mm thick .
62Providing and laying damp-proof course with cement concrete grade M-150 (1 : 2 : 4) mortar prepared with 1% solution of water-proof compound complete as per specification .
6350mm thick.
64Providing 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.
65M20 grade Nominal Mix
66Providing and laying in position specified grade ofcement concrete for RCC structural elements upto floor Three 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 reinforcementfor
67Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc.
68M20 grade Nominal Mix
69Providing and laying in position specified grade ofcement concrete for RCC structural elements upto floor Three 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 reinforcementfor
70Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc.
71M20 grade Nominal Mix
72Add extra for providing richer mixes respectively at all floor levels
73Providing M-25 grade concrete instead ofM-20 grade design mix.
74Add extra for RCC work in superstructure above floor Three level for each Two flooror part thereof .
75Centering 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.
76Centering & shuttering with plywood or steel Plate including strutting, propping bracing both ways with steel propsand removal of formwork for upto floor Three level for :
77Walls (any thickness) including attached pilasters,buttressesplinthandstring course.
78Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates,anchorblocks,sills,chhajjas,lintel,beam, plinth beam etc.
79Columns, pillars, posts and struts etc.
80Providing 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.
81Thermo-mechanically Treated bars (Conforming of relevent IS code)
82Providing stone slab covering over drains including filling of joints in cement sand mortar 1 : 3 with 35 mm thick cement concrete flooring 1 : 2 : 4 mix complete with good finish with :
83Stone slab 60 to 75 mm thick average.
84Painting with enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work.
85Painting exterior surface ofWallwith 100% acrylic exterior paint of approved brand and manufacture to give an even shade with two or more coats including prepartion of base with sand papering, primer, putty,etc complete in all respect.
86Providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide
87Extra if square,rectangular hollow tubularsections are used or grill made by flats only
88Supplying and fixing machine cutdressed 75 mm Pinksand stone (Bansi Paharpur) dasa/ coping wth ornamental shape having moulding and "PAN Shape" engraving as per required pattern with engraving depth of 5 mm (average) in single piece of length 90 cm to be laid on cement mortar 1:4 (12 to 20mm thick) including pointing with admixture of pigment matching with the stone shade.
89Providing and fixing combination stone flooringforpathwayshavingbothedgesof border40-50mmblackKadappastoneof size 825 mm x 400 mm, laid in 20mm thick cement mortar 1:4 as per approved Drawing including centre part of path having shahbad brownantique finishof size 400mm x 400 mm&incentrelongitudinaleveryfourth stone of black kadappa of size 400 mm x 400 mmhavingfinefinishjointingwithwhite cementusingpigmentstomatchthestone shadeetc.completeinallrespectasper drawingdesign&specificationsandasper directionofEngineer-in-charge&Architect withalllead&lift.Thicknessofstone40- 50mm.
90Providingandfixingofglassmoisactiles( Bisseze Marke ) size 20 x 20 x 4 mm applied with aaproved adhesive as per specification and direction of Engineer in charge
91P & F Stone cladding/Flooring works dressed bansi paharpur stone 25mm thick in traditional style used in cladding/Flooring with pattern over 25 to 50 mm thick base in CM 1:6 including pointing with cement mortar 1:2 (cement : 2 stone dust) matche the shade of stone with joint thickness upto 1.5mm as per direction of engineer-in- charge.
92Singlepieceofstoneelementwithcarving work in Bansi Paharpur stone includes stone pillar, stone base, todies and thabi etc carving work as per direction of engineer in charge
93Floral Art Work in specific traditional style (Kota- Bundi/Mandna/Kishangarh/Nathdwara) in domes, arches, mehrabs etcas per Drawing under the direction of enineer incharge and as per approval of architect
94Providing and Fixing of Stone Chattris of size (3X3X5)M in Bansipaharpurasperdrawing attachedand fixingwithSSclamps and fasterners with tenax chemical , under the direction of engineer incharge and as per approval from Architect
95ProvidingandFixing ofStone Chattrisof size(1x1x1.5 )Min Bansipaharpurasperdrawing attachedand fixingwithSSclamps and fasterners with tenax chemical , under the direction of engineer incharge and as per approval from Architect
96Providing and fixing Stone jali 40mm thick Red/Pink sand stone throughoutin cement mortar 1:3 (1 cement : 3 coarse sand) includingpointinginwhitecementmortar 1:2(1white cement : 2stone dust) with an admixtureofpigment,matchingthestone shade,jalipatternstobecutsquaretojali slab without any chamfers etc:
97Providing and fixing of Bansi Paharpur stone Dasa (size 150×300mm) carving as per approved design & drawing and direction of engineer-in-charge.
Disclaimer :
We takes all possible care for accurate & authentic tender information, however Users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender.
Tell us about your Product / Services,
We will Find Tenders for you

Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy

For Tender Information Services Visit : TenderDetail