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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹77.1 LAdmitted-Finance | -15.40% | ₹77.1 L | L1 | Admitted-Finance |
| 2 | L2₹77.1 LAdmitted-Finance | -15.38% | ₹77.1 L | L2 | Admitted-Finance |
| 3 | L3₹82.0 LAdmitted-Finance | -9.99% | ₹82.0 L | L3 | Admitted-Finance |
Updated dates
Tender Value
₹91.1 L
EMD Value
₹1.8 L
Closing Date
19 Jan 2026, 6:00 pmClosed
EE PWD Dn. Nathdwara
Nathdwara
Construction of various roads in PWD Dn Nathdwara under RDMFT Package No. RDMFT/GC-16/2025-26/27
2025_CEPWD_523662_10
NIT No. 19/2025-26 PWD Dn. Nathdwara
Open Tender
Civil Works
180 days
Nathdwara
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,500
Through Chalan
₹1.8 L
Yes
28 Jan 2026
29 Dec 2025
20 Jan 2026
29 Dec 2025
19 Jan 2026
29 Dec 2025
Clearing and Grubbing Road Land. 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 be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRTH Specification Clause 201. By Mechanical Means , In area of non-thorny jungle
Bamniyakala char rasta via atal sewa kendra to shamshan ghat
Mukhya sadak to Madara Goan
Construction of Embankment with Material Deposited from Roadway Cutting Construction 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
Bamniyakala char rasta via atal sewa kendra to shamshan ghat
Mukhya sadak to Madara Goan
Embankment Construction with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 300-2 with a lead upto 50 m as per MoRTH Specification Clause 305.3
Bamniyakala char rasta via atal sewa kendra to shamshan ghat
Mukhya sadak to Madara Goan
Carriage of material from quarry / crusher to work site including loading, unloading and stacking all complete. Earth, Sand, Lime, Morrum manure or sludge (For 5 Km.)
Bamniyakala char rasta via atal sewa kendra to shamshan ghat
Mukhya sadak to Madara Goan
Carriage of material from quarry / crusher to work site including loading, unloading and stacking all complete. Earth, Sand, Lime, Morrum manure or sludge (For 10 Km.)
Bamniyakala char rasta via atal sewa kendra to shamshan ghat
Mukhya sadak to Madara Goan
Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading , grading to required slope and compacted to meet requirement of Table 300-2 with lead upto 50 m as per MoRTH Specification Clause 305.3
Bamniyakala char rasta via atal sewa kendra to shamshan ghat
Mukhya sadak to Madara Goan
Crusher Run Macadam Base Providing crushed run stone aggregate greading conforming to table 400-14 depositing on a prepared surface by hauling vehicles,spreading and mixing with a motor grader, watering and compacting with a three wheel 80-100 kN static roller as per MoRTH Specification Clause 407 to form a layer of sub-base/base By mixing plant method With 37.5 mm maximum size of aggregates
Bamniyakala char rasta via atal sewa kendra to shamshan ghat
Mukhya sadak to Madara Goan
Wet Mix Macadam Providing, laying , spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base / base course on a well prepared sub-base and compacting with sooth wheel roller of 80 to100 kN weight to achieve the desired density including lighting ,barricading and maintenance of diversion , etc as perTables 400-12 & 400-13 and MoRTH Specification Clause 406.
Bamniyakala char rasta via atal sewa kendra to shamshan ghat
Mukhya sadak to Madara Goan
Dry Lean Cement Concrete Construction of dry lean cement concrete Sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383 , the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1,cement content not to be less than 150 kg/cum,optimum moisture content to be determined during trial length construction,concrete strength not to be less than10 Mpa at 7days,mixed in a batching plant , transported to site , laid with a paver with electronic sensor,compacting with 8-10 tonnes vibratory roller , finishing and curing.
Bamniyakala char rasta via atal sewa kendra to shamshan ghat
Mukhya sadak to Madara Goan
Construction of un-reinforced,plain cement concrete pavement , thickness as per design, over a prepared sub base , with 43 grade cement or any other type as per Clause 602.2.2 M30 (Grade),coarse and fine aggregates conforming to IS:383,maximum size of coarse aggregate not exceeding 31.5 mm,mixed in a concrete mixer of not less than 0.5 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed Side Formwork (steel channel , laying and fixing of 150 micron thick polythene film , wedges, steel plates including levelling the form work 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 near approaches to bridge/culvert and construction joints , admixtures as approved ,curing of concrete slabs for14 days, using water finishing to lines and grade as per drawing and MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments (Dowel Bars will be paid seprately)
Bamniyakala char rasta via atal sewa kendra to shamshan ghat
Mukhya sadak to Madara Goan
Providing and Fixing of Dowel Bars of Mild Steel confirming to IS:432 of specified length and diameters as per MoRTH Specification IRC 15 & 58 including cutting, placing in position across transverse joint with proper spacing, providing with PVC sleeve complete as per drawing ,technical specification and as per direction of the Engineer-in-charge.
Bamniyakala char rasta via atal sewa kendra to shamshan ghat
Mukhya sadak to Madara Goan
Excavation for Structures Earthwork in excavation for structures as per drawing and MoRTH specifications Clause304.1 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 back filling in trenches with excavated suitable material. Ordinary soil Upto 3 m depth
Bamniyakala char rasta via atal sewa kendra to shamshan ghat
Mukhya sadak to Madara Goan
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 Nominal mix 1:3:6
Bamniyakala char rasta via atal sewa kendra to shamshan ghat
Mukhya sadak to Madara Goan
Plain/reinforced cement concrete in substructure complete as per drawings and MoRTH specification Clauses 1700 and 2200 For height upto 5 m R.C.C grade M 20
Bamniyakala char rasta via atal sewa kendra to shamshan ghat
Mukhya sadak to Madara Goan
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in sub structrue complete as per drawings and MoRTH specification Clauses 1009,1600 & 2202
Bamniyakala char rasta via atal sewa kendra to shamshan ghat
Mukhya sadak to Madara Goan
Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation,protection works,backfilling,concrete and masonry works in head walls and parapets Clause 2905. 1000 mm dia
Bamniyakala char rasta via atal sewa kendra to shamshan ghat
Mukhya sadak to Madara Goan
Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation,protection works,backfilling,concrete and masonry works in head walls and parapets Clause 2905. 600 mm dia
Bamniyakala char rasta via atal sewa kendra to shamshan ghat
Mukhya sadak to Madara Goan
Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation,protection works,backfilling,concrete and masonry works in head walls and parapets Clause 2905. 300 mm dia
Bamniyakala char rasta via atal sewa kendra to shamshan ghat
Mukhya sadak to Madara Goan
Direction and Place Identification signs upto 0.9 sqm size board Semi-Reflective Traffic signs Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Specification upto 0.9 sqm size board
Bamniyakala char rasta via atal sewa kendra to shamshan ghat
Mukhya sadak to Madara Goan
Providing and fixing Mukhya Mantri Sadak Yojana/ Mahatma Gandhi Rajya Sadak Yojana informatory sign board with logo for roads funded by State road fund having M.S. Definition plate of 1.60 mm thickness frame to steel hollow dsection of 75mm x 75mm, 2.5m long stove enamelled paint with hold fast including paint logo as per approved design and colours. The logo shall be made out of 1.6mm thick circular plate duly framed with MS angle 25x25x5 mm on back and fix on 1200mm x 150mm rectangular steel base plate 1.6mm thick, the base of circular shall be plain at the junction of base plate. The size of definition plate shall be 1500x600mm and embedding the posts by M-15 cement concrete block 45 cm x 45 cm x 60 cm, 60 cm below ground level including lettering / writing and painting etc. complete in all respect.as per MoRTH Specification Clause 801.
Bamniyakala char rasta via atal sewa kendra to shamshan ghat
Mukhya sadak to Madara Goan
Providing and Erecting typical Citizen's information Board asper approved drawing & specification made of two MS sheet of 1.6 mm thick each of size 900mmx750mm stiffend by angle iron 25mmx25mmx3mm all around the plate & plates fixed on frame of 75 mm dia pipe of 12 SWG sheet (vertical post 3050 mm with angle hold fasts and horizontal member 900 mm)to be joined by embedded in cement concrete M-15 grade of block of 600 mm x 600 mm x 750 mm size below ground level as per enclosed drawings & as directed by Engineering in charge. All MS will be stove anmeled on both side lettering .Figuring and border will be with ready mixed synthethic 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 Specification.
Bamniyakala char rasta via atal sewa kendra to shamshan ghat
Mukhya sadak to Madara Goan
Marking Centre Line and stop lines etc. on road as per IRC pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160" C with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements.
Bamniyakala char rasta via atal sewa kendra to shamshan ghat
Mukhya sadak to Madara Goan
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