Renewal Work Of Kalota Madhogarh Deeppura Kakrana Km. 4.00 Vr
Tender Value
69.99 Lakhs
Estimated cost
Bid Submission
29 Jan 2023
0 days left
EMD
1.39 Lakhs
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
nawalgarh → Rajasthan
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Renewal Work Of Kalota Madhogarh Deeppura Kakrana Km. 4.00 Vr
BOQ
| Sl. No. | Item Description |
| 1 | Civil Work : |
| 2 | Clearing and grubbing road land including uprooting rank vegetation,grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to a lead of 50 metres from road boundary including removal and disposal of top organic soil not e*ceeding 150 mm in thickness as per technical specification clause 201. By mechanical means in area of non thorny jungle. |
| 3 | Excavation in SoilwithDozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. |
| 4 | Construction of Embankment with Material Obtained from Roadway CuttingConstruction of embankment with approved materials deposited at site obtained from roadway cutting and excavation from drain and foundation or other structures graded and compacted to meet requirement of Tables 300-1 and 300-2 as per MoRTH Specification Clause 305.3 |
| 5 | Dismantling of Flexible Pavements Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per MoRTH Specification Clause 202 |
| 6 | Dismantling of Cement Concrete Pavements as per MoRTH Specification Clause 202.Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately |
| 7 | Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smoothwheel roller to achieve the desired density complete as per MoRTH Specification table 400-1, 400-2 : Using naturally occuring gravel |
| 8 | WBM Grading 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per MoRTH Specification Clause 404. Using Crusher Broken aggregate By Mechanical Means |
| 9 | WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per MoRTH Specification Clause 404. Using Crusher Broken aggregate By Mechanical Means |
| 10 | Prime Coat Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 |
| 11 | Providing and applying tack coat with Bitumen VG-10using Bitumendistributor at the rate of 0.35 to 0.45 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per MoRTH Specification Clause 503. |
| 12 | Providing and applying tack coat with Bitumen VG-10using Bitumen distributor at the rate of 0.30 to 0.40 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per MoRTHSpecification Clause 503. |
| 13 | 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) BinderProviding, 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 in a suitable plant, laying and rolling with a three wheel 80-100 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 MoRTH Specification Clause 510.Case - IIBy Mechanical Means Bitumen (S-90) |
| 14 | Seal CoatProviding and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 511By Mechanical Means Case - II:Type B Bitumen (S-90) |
| 15 | Cement Concrete PavementConstruction ofun-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified) and water finishing to lines and grade as per drawingand Technical Specification Clause 1501(Banas/Bikaner quarry sand permitted only) |
| 16 | Excavation for Structures Earthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial.Ordinary soil Upto 3 m depth |
| 17 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C grade M 10 (Banas/Bikaner quarry sand permitted only) Nominal mix 1:3:6 |
| 18 | Stone masonry work in cement mortar in foundation complete as per drawing & technical specification Clauses 702, 704, 1202 and 1203. Random rubble masonry In 1:4 cement mortar. |
| 19 | Pointing with cement mortar (1:3) on brick/stone work as per drawing and technical specification Clauses 613.3 and 1204 |
| 20 | Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710 & 1204.3.11. 75 mm thick. |
| 21 | Reinforced Cement Concrete M15 grade Kilometre stone/local stone of standard design as per IRC : 8 Fixing in position including painting and printing , etc. as per drawing and technical Specification clause 1703. Ordinary Kilometre stone(percast) |
| 22 | Marking Centre Line and stop lines etc. on road as IRC pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 1600C with a special applicator machine complete with a special applicator with labour, material and traffic diversion arrangements. |
| 23 | Supplying & Fixing Direction and place identification sign board made out of 2 mm thick M.S. sheet framed to angle iron 40x40x5 mm and two vertical posts of angle iron of size 65x65x6 mm 3 meter long with hold fasts, stove enameled paint reflective letter symbol complete of size. :120 x 75 cm. |
| 24 | ConstructionofFoundation/InaugrationPedastalin23cmthickBrickmasonryinCM1:4ofsize1.20mx1.80mabovegroundlevelwithadequatefoundationincludingprovidingandfixingofGranitestoneofsize0.75m0.60mwithengravinglttersandfigures,cementplaster,whitewashingetc.completeasperdirectionengineer in-charge. |
| 25 | Traffic SignsSemi ReflectiveTraffic SignsProviding and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing and Specifications. 900 mm equilater & triangle |
AI Tender Summary
Tender Timeline
Jan 17, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedJan 29, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 30, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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