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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.7 LAdmitted-Finance | -15.11% | ₹3.7 L | L1 | Admitted-Finance |
| 2 | L2₹3.7 LAdmitted-Finance | -14.99% | ₹3.7 L | L2 | Admitted-Finance |
| 3 | L3₹3.8 LAdmitted-Finance | -11.87% | ₹3.8 L | L3 | Admitted-Finance |
| 4 | L4₹4.0 LAdmitted-Finance | -8.87% | ₹4.0 L | L4 | Admitted-Finance |
| 5 | L5₹4.1 LAdmitted-Finance | -4.35% | ₹4.1 L | L5 | Admitted-Finance |
Updated dates
Tender Value
₹4.3 L
EMD Value
₹8,680
Closing Date
12 Feb 2026, 6:00 pmClosed
EE PWD Dn. Rajsamand
Rajsamand
Construction of CC road UPTO Bhagwantnath house under DMFT 2025 GC 16 DISTT RAJSAMAND
2026_CEPWD_534378_7
NIT No. 30/2025-26 EE PWD Dn. Rajsamand
Open Tender
Civil Works
60 days
Rajsamand
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Through Chalan
₹8,680
Yes
18 Feb 2026
2 Feb 2026
13 Feb 2026
2 Feb 2026
12 Feb 2026
2 Feb 2026
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRTH Specification Clause 201.
CONSTRUCTION OF CC ROAD BHAGWANNATH KE MAKAN TAK (0.10KM)
Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with a lift upto 1.5 m and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per MoRTH Specification Clause 301.3.5
CONSTRUCTION OF CC ROAD BHAGWANNATH KE MAKAN TAK (0.10KM)
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 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 near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-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)
CONSTRUCTION OF CC ROAD BHAGWANNATH KE MAKAN TAK (0.10KM)
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
CONSTRUCTION OF CC ROAD BHAGWANNATH KE MAKAN TAK (0.10KM)
Direction and place indentification signs up to 0.9 sqm size board Retro-reflectorised 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
CONSTRUCTION OF CC ROAD BHAGWANNATH KE MAKAN TAK (0.10KM)
Providing and Erecting typical Mukhya Mantri Sadak Yojana signboard made of two MS sheet of 1.6 mm thick each of size1500 mm x 600 mm and 1200 mm x 150 mm stiffened by angle size 25 mm x 25 mm 3 mm all around the plate and plates welded to each other at two places and assembly of plates fixed on tubular frame of 70 mm x 70 mm 12 SWG sheet Square tube ( vertical post 2500mm with angle holdfasts ) .On the top of 1200x150 mm a circular sheet of 900 mm dia to be fixed as per drawing showing Road logo & name of scheme " Mukhya Mantri Sadak Yojana ".Board duly embeded in cement concrete M-15 grade of block of 300 mmx 300 mm x 600 mm size below ground level .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. All sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing .
CONSTRUCTION OF CC ROAD BHAGWANNATH KE MAKAN TAK (0.10KM)
Construction of Foundation / Inaugration Pedastal in 23 cm thick Brick masonry in CM 1:4 of size 1.40m x 1.80m above ground level with adequate foundation including providing and fixing of Granite stone of size 0.50 to 1.00 Sqm with engraving letters and figures,cement plaster,white washing etc. complete as per direction of Engineer in charge.
CONSTRUCTION OF CC ROAD BHAGWANNATH KE MAKAN TAK (0.10KM)
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