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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹13.3 LAdmitted-Finance | -19.71% | ₹13.3 L | L1 | Admitted-Finance |
| 2 | L2₹13.4 L+₹8,269.68 (0.62%)Admitted-Finance | -19.21% | ₹13.4 L+₹8,269.68 (0.62%) | L2 | Admitted-Finance |
| 3 | L3₹14.1 L+₹79,554.34 (5.99%)Admitted-Finance | -14.90% | ₹14.1 L+₹79,554.34 (5.99%) | L3 | Admitted-Finance |
| 4 | L4₹16.1 L+₹2.8 L (21.3%)Admitted-Finance | -2.60% | ₹16.1 L+₹2.8 L (21.3%) | L4 | Admitted-Finance |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Others-challan and ABCD format not attached |
Tender Value
₹19.5 L
EMD Value
₹39,040
Closing Date
24 Jul 2026, 11:00 amClosed
EE PWD DN Beawar
Beawar
Construction of CD Work at Barakhan Dudhaleshwar road km 0/0 to 14/0 under SR Program 2026-27
2026_CEPWD_574973_3
EE NIT NO 07 2026-27
Open Tender
Civil Works
Percentage
60 days
BEAWAR
As per Tender Documents
2 documents required · 2 mandatory
₹500
EE PWD DN Beawar
₹39,040
Yes
7 Aug 2026
15 Jul 2026
24 Jul 2026
15 Jul 2026
24 Jul 2026
15 Jul 2026
15 Jul 2026 - 24 Jul 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 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per MoRTH Specification Clause 202. Rubble Stone Masonry in Cement Mortar | 52.5 | Cum | 155 | ₹8,137.5 |
| 2 | Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and MoRTH specification Clause 2903 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Ordinary soil Upto 3 m depth | 98.7 | Cum | 137 | ₹13,521.9 |
| 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
Nominal mix 1:3:6 | 78.4 | Cum | 2,584 | ₹2,02,585.6 |
| 4 | Stone masonry work in cement mortar in foundation complete as per drawing and MoRTH specifications Clauses 1402, 1405, 2102 & 2104. Random
Rubble Masonry In 1:4 cement mortar | 146.6 | Cum | 2,600 | ₹3,81,160 |
| 5 | Pointing with cement mortar (1:3) on Stone work as per drawing and MoRTH specification Clauses 1406 and 2200 | 102 | Sqm | 132 | ₹13,464 |
| 6 | Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRTH specification Clauses 1313,
1411 and 2206.6 50 mm thick | 30 | Sqm | 211 | ₹6,330 |
| 7 | Providing and laying Precast reinforced cement concrete Box culvert section of M-40 grade designed for 'AA' class loading as per IRC specifications including to effect of impact, EQ etc. complete on firm base of 200mm thick lean concrete of M-10 grade with aggregate of size 40mm nominal of following internal size the work includes required safety measures cost of design of RCC Precast Box and its proof checking from IIT / NIT / Government Engineer College complete in all respect as per specifications size 1.0m x 1.0m | 52.5 | Mtr. | 9,973 | ₹5,23,582.5 |
| 8 | Construction of un-reinforced , plain cement concrete pavement M30 (Grade), thickness as per design, over a prepared sub base, with 43/53 grade cement as per Clause 602.2.2 , coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a in fully automatic Batching Plant and transported to site in transit mixer for having continous agitated mixer, manufactured as per approved mix design including pumping of R.M.C. from transit mixer to site of laying , with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge 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 Fixed Form Paver and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer,
sealant near approaches to | 105 | Cum | 4,811 | ₹5,05,155 |
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