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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹11.4 LAdmitted-Finance 26 2 SHAKTI NAGAR PAOTA C ROAD JODHPUR | JODHPUR | JODHPUR | RAJASTHAN | -23.51% | ₹11.4 L | L1 | Admitted-Finance |
| 2 | L2₹12.0 LAdmitted-Finance | -19.87% | ₹12.0 L | L2 | Admitted-Finance |
| 3 | L3₹12.3 LAdmitted-Finance | -17.92% | ₹12.3 L | L3 | Admitted-Finance |
| 4 | L4₹13.8 LAdmitted-Finance | -7.86% | ₹13.8 L | L4 | Admitted-Finance |
| 5 | L5₹13.8 LAdmitted-Finance | -7.77% | ₹13.8 L | L5 | Admitted-Finance |
Tender Value
₹15 L
EMD Value
₹30,000
Closing Date
29 Jun 2026, 6:00 pmClosed
EE PWD Dn. Rajsamand
Rajsamand
DAMAGED CD WORK ON KANKROLI -MOHI ROAD KM-1 TO KEROT
2026_CEPWD_570963_2
NIT No. 04/2026-27 EE PWD Dn. Rajsamand
Open Tender
Civil Works
90 days
Rajsamand
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Through Chalan
₹30,000
Yes
3 Jul 2026
25 Jun 2026
30 Jun 2026
25 Jun 2026
29 Jun 2026
25 Jun 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 suitable material.Ordinary soil Upto 3 m depth | - | P.Cum | - | - |
| 2 | 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 suitable material.Ordinary rock (not requiring blasting) | - | P.Cum | - | - |
| 3 | 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 | - | P.Cum | - | - |
| 4 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 R.C.C grade M 20 | - | P.Cum | - | - |
| 5 | Supplying, fitting and placing MS bar reinforcement in foundation, substructure and superstructure at any level complete as per drawings and MoRTH specifications Clauses 1009,1600 and 2302 | 1 | P.MT | - | - |
| 6 | 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 | - | P.Mtr | - | - |
| 7 | 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 mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.) | - | P.Cum | - | - |
| 8 | 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) | - | P.Cum | - | - |
| 9 | Retro-reflectorised Traffic SignsProviding and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1. fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and MoRTH Specification Clause 801. Direction and Place Identification signs upto 0.9 sqm size board | 1 | P.Sqm | - | - |
| 10 | 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 x5 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 . | - | EACH | - | - |
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