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-02
Tender Value
2.59 Crore
Estimated cost
Bid Submission
12 Jun 2023
0 days left
EMD
5.19 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-02
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 Thorney Jungle |
| 2 | lEidZ lM+d lwuxjfdeh0 0@0 ls 7@800 |
| 3 | Total |
| 4 | 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. |
| 5 | lEidZ lM+d ds\"ko uxjfdeh0 0@0 ls 1@200 |
| 6 | Total |
| 7 | 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 |
| 8 | lEidZ lM+d ds\"ko uxjfdeh0 0@0 ls 1@200 |
| 9 | lEidZ lM+d lwuxjfdeh0 0@0 ls 7@800 |
| 10 | Total |
| 11 | 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 |
| 12 | lEidZ lM+d lwuxjfdeh0 0@0 ls 7@800 |
| 13 | Total |
| 14 | 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 |
| 15 | lEidZ lM+d lwuxjfdeh0 0@0 ls 7@800 |
| 16 | Total |
| 17 | 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. |
| 18 | lEidZ lM+d lwuxjfdeh0 0@0 ls 7@800 |
| 19 | Total |
| 20 | 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 all lead & lift (MoRTH specification : clause 510, 112) In Hot Mix Plant 40-60 TPH, including loading of aggregates with F.E. loader bitumen VG30 grade |
| 21 | lEidZ lM+d lwuxjfdeh0 0@0 ls 7@800 |
| 22 | Total |
| 23 | 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 |
| 24 | lEidZ lM+d lwuxjfdeh0 0@0 ls 7@800 |
| 25 | Total |
| 26 | 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) |
| 27 | lEidZ lM+d ds\"ko uxjfdeh0 0@0 ls 1@200 |
| 28 | lEidZ lM+d lwuxjfdeh0 0@0 ls 7@800 |
| 29 | Total |
| 30 | 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) |
| 31 | lEidZ lM+d ds\"ko uxjfdeh0 0@0 ls 1@200 |
| 32 | lEidZ lM+d lwuxjfdeh0 0@0 ls 7@800 |
| 33 | Total |
| 34 | 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. |
| 35 | lEidZ lM+d ds\"ko uxjfdeh0 0@0 ls 1@200 |
| 36 | lEidZ lM+d lwuxjfdeh0 0@0 ls 7@800 |
| 37 | Total |
| 38 | 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. |
| 39 | lEidZ lM+d ds\"ko uxjfdeh0 0@0 ls 1@200 |
| 40 | lEidZ lM+d lwuxjfdeh0 0@0 ls 7@800 |
| 41 | Total |
| 42 | 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. |
| 43 | lEidZ lM+d ds\"ko uxjfdeh0 0@0 ls 1@200 |
| 44 | lEidZ lM+d lwuxjfdeh0 0@0 ls 7@800 |
| 45 | Total |
| 46 | 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 |
| 47 | lEidZ lM+d ds\"ko uxjfdeh0 0@0 ls 1@200 |
| 48 | lEidZ lM+d lwuxjfdeh0 0@0 ls 7@800 |
| 49 | Total |
| 50 | 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 |
| 51 | lEidZ lM+d ds\"ko uxjfdeh0 0@0 ls 1@200 |
| 52 | lEidZ lM+d lwuxjfdeh0 0@0 ls 7@800 |
| 53 | Total |
| 54 | 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. |
| 55 | lEidZ lM+d ds\"ko uxjfdeh0 0@0 ls 1@200 |
| 56 | lEidZ lM+d lwuxjfdeh0 0@0 ls 7@800 |
| 57 | Total |
| 58 | 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. |
| 59 | lEidZ lM+d ds\"ko uxjfdeh0 0@0 ls 1@200 |
| 60 | Total |
| 61 | Supply of retro-reflective name board size 600×900mm made out of 2mm thick aluminium sheet fixed on post and frame made out or angle iron 50×50×6mm 3m long using stainless steel nut bolts of 8mm dia aluminium sheet is covered with high intensity grade Retro-reflective letters in black post duly painted in black and white synthetic enamel, complete in all respect confirming to MoRTH specifications (2001) cl. 801. |
| 62 | lEidZ lM+d ds\"ko uxjfdeh0 0@0 ls 1@200 |
| 63 | lEidZ lM+d lwuxjfdeh0 0@0 ls 7@800 |
| 64 | Total |
| 65 | 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 |
| 66 | lEidZ lM+d ds\"ko uxjfdeh0 0@0 ls 1@200 |
| 67 | Total |
| 68 | 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]. BY MECHANICAL MEANS Cement concrete grade M-15 & M-20 |
| 69 | lEidZ lM+d ds\"ko uxjfdeh0 0@0 ls 1@200 |
| 70 | Total |
| 71 | 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 MEANS Bituminous Courses |
| 72 | lEidZ lM+d lwuxjfdeh0 0@0 ls 7@800 |
| 73 | Total |
| 74 | Construction of embankment with approved Materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted by vibratory roller 8-10 tonne to meet requirement of Tale 300-2 as per MoRTH specification : Clause No. 305 |
| 75 | lEidZ lM+d lwuxjfdeh0 0@0 ls 7@800 |
| 76 | Total |
| 77 | Carriage of sand bajri, ballast, stone, boulders, kankar and gravelly, EarthMaterial including loading and unloading stacking etc. complete. [MoRTH specification : 514.5 Table 500.28] For a lead upto 10 km |
| 78 | lEidZ lM+d lwuxjfdeh0 0@0 ls 7@800 |
| 79 | Total |
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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