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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹6.7 LAdmitted-Finance | -18.81% | ₹6.7 L | L1 | Admitted-Finance |
| 2 | L2₹7.4 L+₹73,559 (11.0%)Admitted-Finance | -9.91% | ₹7.4 L+₹73,559 (11.0%) | L2 | Admitted-Finance |
| 3 | L3₹7.6 L+₹90,255 (13.5%)Admitted-Finance | -7.89% | ₹7.6 L+₹90,255 (13.5%) | L3 | Admitted-Finance |
| 4 | L4₹7.7 L+₹97,611 (14.5%)Admitted-Finance | -7.00% | ₹7.7 L+₹97,611 (14.5%) | L4 | Admitted-Finance |
| 5 | L5₹7.8 L+₹1.1 L (16.9%)Admitted-Finance HIG 40 TYPE B DEV PRAYAGAM ADA COLONY JHALWA PRAYAGRAJ U P 211015 | PRAYAGRAJ | PRAYAGRAJ | UTTAR PRADESH | 211015 | -5.10% | ₹7.8 L+₹1.1 L (16.9%) | L5 | Admitted-Finance |
Tender Value
₹9.8 L
EMD Value
₹19,520
Closing Date
17 Aug 2026, 6:00 pmClosed
E.E. PWD Dn. Chaksu
PWD Dn. Chaksu
Construction of CD work on Pahadiya to Narayanpura Road at Ch. 4/400
2026_CEPWD_586680_3
ST Nit No. 05 of 2026-27 of EE PWD Dn Chaksu
Open Tender
Civil Works - Roads
Percentage
60 days
Under Jurisdiction of PWD Dn. Chaksu
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Through E-Grass Challan Dn-Chaksu, Office ID-32826
₹19,520
Yes
20 Aug 2026
13 Aug 2026
18 Aug 2026
13 Aug 2026
17 Aug 2026
13 Aug 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 |
|---|---|---|---|---|---|
| 1Part : A : CD work | |||||
| 1.01 | 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 | 119.25 | P.Cum | 137 | ₹16,337.25 |
| 1.02 | 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 | 10.13 | P.Cum | 2,584 | ₹26,175.92 |
| 1.03 | Stone masonry work in cement mortar in foundation complete as per drawing and MoRTH specifications Clauses 1402, 1405, 2102 & 2104 Random Rubble Masonry In 1:6 cement mortar | 70.79 | P.Cum | 2,102 | ₹1,48,800.58 |
| 1.04 | Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanical means with a lead of 1 Km. For All Rajasthan except Bikaner, Churu, Hanumangarh and Sri Ganganagar For Grading-I Material | 38.7 | P.Cum | 773 | ₹29,915.1 |
| 1.05 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening & binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 1 as per MoRTH Specification Clause 404 Using Crusher Broken Aggregate By Mechanical Means | 14.73 | P.Cum | 928 | ₹13,669.44 |
| 1.06 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone 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 borken aggregate By Mechanical Means | 14.84 | P.Cum | 1,002 | ₹14,869.68 |
| 1.07 | 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, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in fully automatic Computerised Batching Plant compatiable with Printer and Pen Drive and transported to site in transit mixer for having continuous 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 with a Fixed Form Paver (laying and fixing of 150 micron thick polythene Film 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 with all required equipments (Dowel Bars & Tie Bar will be paid seprately). | 41.86 | P.Cum | 5,160 | ₹2,15,997.6 |
| 1.08 | Plastering with cement mortar (1:4), 20 mm thick on Stone work. | 40 | P.Sqm | 132 | ₹5,280 |
| 1.09 | Construction of RCC guide posts of 250 mm dia M25 grade cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and MoRTH Specification Clause 1700 & 1600 | 8 | Each | 591 | ₹4,728 |
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