Construction Work Of Non-Patchable /Missing Link Road And Road From Jhunwasa Head (Badunda) To Aibra (6.5 Km.) (Bundi) Under The Block Offices Under Circle Bundi.Pkg No Ba-23-24-Vsk-03
Tender Value
1.38 Crore
Estimated cost
Bid Submission
12 Jun 2023
0 days left
EMD
2.77 Lakhs
Bank guarantee accepted
Document Fee
2000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
bundi → Rajasthan
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Work Of Non-patchable /Missing Link Road And Road From Jhunwasa Head (Badunda) To Aibra (6.5 Km.) (Bundi) Under The Block Offices Under Circle Bundi. Pkg No Ba-23-24-Vsk-03
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 08-Jun-2023 | Component | Technical Bid | 12-Jun-2023 |
| 2 | 08-Jun-2023 | Rate Analysis | Technical Bid | 12-Jun-2023 |
| 3 | 10-Jun-2023 | Tender Document | Technical Bid | 12-Jun-2023 |
BOQ
| Sl. No. | Item Description |
| 1 | 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 stacking of serviceable Material upto 1000m from road boundary. (MoRTH Specification : Clause 201). By Mechanical Means In area of thorny jungle |
| 2 | lEidZ lM+d MIkVk fdeh0 0@0 ls 2@800 |
| 3 | dqvkxkao ls xksikyiqjk fd-eh- 0@0 ls 3@350 |
| 4 | dqy |
| 5 | Dismantling 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 MECHANICAL MEANSBituminous Courses |
| 6 | lEidZ lM+d MIkVk fdeh0 0@0 ls 2@800 |
| 7 | dqvkxkao ls xksikyiqjk fd-eh- 0@0 ls 3@350 |
| 8 | dqy |
| 9 | 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) |
| 10 | lEidZ lM+d MIkVk fdeh0 0@0 ls 2@800 |
| 11 | dqvkxkao ls xksikyiqjk fd-eh- 0@0 ls 3@350 |
| 12 | dqy |
| 13 | 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 |
| 14 | lEidZ lM+d MIkVk fdeh0 0@0 ls 2@800 |
| 15 | dqvkxkao ls xksikyiqjk fd-eh- 0@0 ls 3@350 |
| 16 | dqy |
| 17 | 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 |
| 18 | lEidZ lM+d MIkVk fdeh0 0@0 ls 2@800 |
| 19 | dqvkxkao ls xksikyiqjk fd-eh- 0@0 ls 3@350 |
| 20 | dqy |
| 21 | 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 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. |
| 22 | lEidZ lM+d MIkVk fdeh0 0@0 ls 2@800 |
| 23 | dqvkxkao ls xksikyiqjk fd-eh- 0@0 ls 3@350 |
| 24 | dqy |
| 25 | 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 Fix 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 |
| 26 | lEidZ lM+d MIkVk fdeh0 0@0 ls 2@800 |
| 27 | dqvkxkao ls xksikyiqjk fd-eh- 0@0 ls 3@350 |
| 28 | dqy |
| 29 | Providing and fixing of precast concrete interlocking blocks of 80mm thick(M-30 Grade) manufactured from fully computerized automatic stationery hydraulic vibto perssed machine & full computerized automatic batching plant of class A-I as per BS: 6717-2001. The CC interlocking paving blocks be laid on average 50mm thick bed of coarse sand and the joint is to be filled with fine sand. Laying procedure on compected sub base as defined. The work includes earth work in cutting of B/T road, cutting of WBM road and disposal of unserviceable Material with all leads & lifts and stacking of serviceable Material complete job is to be executed as per the instructions of Engineer-in- charge. The rates to be inclusive of all lead, lifts & taxes General specification of Blocks: 1. Shape : As specified by Engineer-in-charge. 2. Tensile splitting strength and breaking load as per BS : 6717-2001. 3. Colour : Grey cement natural colour 4. Variation in Dimension : Less than 1.6mm 5. Variation in thickness : Less than 3.2mm |
| 30 | lEidZ lM+d MIkVk fdeh0 0@0 ls 2@800 |
| 31 | dqvkxkao ls xksikyiqjk fd-eh- 0@0 ls 3@350 |
| 32 | dqy |
| 33 | 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 |
| 34 | lEidZ lM+d MIkVk fdeh0 0@0 ls 2@800 |
| 35 | dqvkxkao ls xksikyiqjk fd-eh- 0@0 ls 3@350 |
| 36 | dqy |
| 37 | 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 |
| 38 | lEidZ lM+d MIkVk fdeh0 0@0 ls 2@800 |
| 39 | dqvkxkao ls xksikyiqjk fd-eh- 0@0 ls 3@350 |
| 40 | dqy |
| 41 | Filling pot holes and patch repair with 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 |
| 42 | lEidZ lM+d MIkVk fdeh0 0@0 ls 2@800 |
| 43 | dqvkxkao ls xksikyiqjk fd-eh- 0@0 ls 3@350 |
| 44 | dqy |
| 45 | 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) |
| 46 | lEidZ lM+d MIkVk fdeh0 0@0 ls 2@800 |
| 47 | dqvkxkao ls xksikyiqjk fd-eh- 0@0 ls 3@350 |
| 48 | dqy |
| 49 | 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 specifiedrates and temperatures (including cleaning of road surface) as per MoRTH specification : Cl. 502, 112 |
| 50 | lEidZ lM+d MIkVk fdeh0 0@0 ls 2@800 |
| 51 | dqvkxkao ls xksikyiqjk fd-eh- 0@0 ls 3@350 |
| 52 | dqy |
| 53 | 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. |
| 54 | lEidZ lM+d MIkVk fdeh0 0@0 ls 2@800 |
| 55 | dqvkxkao ls xksikyiqjk fd-eh- 0@0 ls 3@350 |
| 56 | dqy |
| 57 | Providing and applying tack coat on the prepared surface, with bitumen emulsion as per IS:8887 & manufacturer’s specifications @0.225 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. |
| 58 | lEidZ lM+d MIkVk fdeh0 0@0 ls 2@800 |
| 59 | dqvkxkao ls xksikyiqjk fd-eh- 0@0 ls 3@350 |
| 60 | dqy |
| 61 | 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder using plastic wasteProviding, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing of aggregate and plastic waste cuting in a hotmix plant, laying and rolling with a three wheel80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per MoRD Specification Clause 508. case II By mechanical means. |
| 62 | lEidZ lM+d MIkVk fdeh0 0@0 ls 2@800 |
| 63 | dqvkxkao ls xksikyiqjk fd-eh- 0@0 ls 3@350 |
| 64 | dqy |
| 65 | 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 (MoRTHspecification : clause 511).Bitumen VG30 grade |
| 66 | lEidZ lM+d MIkVk fdeh0 0@0 ls 2@800 |
| 67 | dqvkxkao ls xksikyiqjk fd-eh- 0@0 ls 3@350 |
| 68 | dqy |
| 69 | Kilometre stone 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) |
| 70 | lEidZ lM+d MIkVk fdeh0 0@0 ls 2@800 |
| 71 | dqvkxkao ls xksikyiqjk fd-eh- 0@0 ls 3@350 |
| 72 | dqy |
| 73 | Kilometre stone 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) |
| 74 | lEidZ lM+d MIkVk fdeh0 0@0 ls 2@800 |
| 75 | dqvkxkao ls xksikyiqjk fd-eh- 0@0 ls 3@350 |
| 76 | dqy |
| 77 | 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. |
| 78 | lEidZ lM+d MIkVk fdeh0 0@0 ls 2@800 |
| 79 | dqvkxkao ls xksikyiqjk fd-eh- 0@0 ls 3@350 |
| 80 | dqy |
| 81 | Retro-Reflectorised Traffic Signs 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 |
| 82 | lEidZ lM+d MIkVk fdeh0 0@0 ls 2@800 |
| 83 | dqvkxkao ls xksikyiqjk fd-eh- 0@0 ls 3@350 |
| 84 | dqy |
| 85 | 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. |
| 86 | lEidZ lM+d MIkVk fdeh0 0@0 ls 2@800 |
| 87 | dqvkxkao ls xksikyiqjk fd-eh- 0@0 ls 3@350 |
| 88 | dqy |
| 89 | 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. |
| 90 | lEidZ lM+d MIkVk fdeh0 0@0 ls 2@800 |
| 91 | dqvkxkao ls xksikyiqjk fd-eh- 0@0 ls 3@350 |
| 92 | dqy |
| 93 | 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 |
| 94 | lEidZ lM+d MIkVk fdeh0 0@0 ls 2@800 |
| 95 | dqvkxkao ls xksikyiqjk fd-eh- 0@0 ls 3@350 |
| 96 | dqy |
| 97 | 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. |
| 98 | lEidZ lM+d MIkVk fdeh0 0@0 ls 2@800 |
| 99 | dqvkxkao ls xksikyiqjk fd-eh- 0@0 ls 3@350 |
| 100 | dqy |
| 101 | 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. |
| 102 | lEidZ lM+d MIkVk fdeh0 0@0 ls 2@800 |
| 103 | dqvkxkao ls xksikyiqjk fd-eh- 0@0 ls 3@350 |
| 104 | dqy |
| 105 | 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 |
| 106 | lEidZ lM+d MIkVk fdeh0 0@0 ls 2@800 |
| 107 | dqvkxkao ls xksikyiqjk fd-eh- 0@0 ls 3@350 |
| 108 | dqy |
| 109 | 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 MECHANICAL MEANS Depth upto 3m |
| 110 | dqvkxkao ls xksikyiqjk fd-eh- 0@0 ls 3@350 |
| 111 | dqy |
| 112 | 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) |
| 113 | dqvkxkao ls xksikyiqjk fd-eh- 0@0 ls 3@350 |
| 114 | dqy |
| 115 | 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). Mild steel and medium tensile steel bars |
| 116 | dqvkxkao ls xksikyiqjk fd-eh- 0@0 ls 3@350 |
| 117 | dqy |
| 118 | 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). 600 mm dia |
| 119 | dqvkxkao ls xksikyiqjk fd-eh- 0@0 ls 3@350 |
| 120 | dqy |
AI Tender Summary
Tender Timeline
Jun 10, 2023
11:30 IST
Tender Published
Tender notice published.
Completed
Jun 12, 2023
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jun 12, 2023
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jun 12, 2023
18:00 IST
Corrigendum-3 Issued
Clarifications on tender conditions and amendments issued.
CompletedJun 12, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJun 13, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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