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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹6.5 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | ||
| 2 | L2₹6.6 L+₹9,554.38 (1.47%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | ||
| 3 | L3₹7.4 L+₹91,173.24 (14.0%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | ||
| 4 | L4₹7.6 L+₹1.1 L (17.2%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance | ||
| 5 | L4₹7.6 L+₹1.1 L (17.2%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹10.2 L
EMD Value
₹10,200
Closing Date
27 Jul 2026, 5:00 pmClosed
Divisional Officer
RURAL WORKS DIVISION, KENDRAPARA
Naindipur to Singhitia via-Lekhanpada road. __PMC Seal Coat0.000 to 0.800
2026_CERWI_136103_1
RWD KPD 01 OF 2026-2027
Open Tender
Civil Works - Roads
Percentage
90 days
Kendrapara
2 documents required · 2 mandatory
₹6,000
₹10,200
Yes
5 Oct 2026
17 Jul 2026
28 Jul 2026
17 Jul 2026
27 Jul 2026
17 Jul 2026
17 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 | 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 Technical Specification Clause 201 of MoRD & as per direction of the Engineer-in-Charge. | 1,680 | Per Sqm | 8.64 | ₹14,515.2 |
| 2 | Supplying all materials Labour T&P for scraping cleaning the road surface applying tack coat using 3.0 Kg of bitumen for 10 Sqm and laying 37.5 mm thick built up spray grouting in one layer using 0.45 cum of 25 mm to 40 mm size hard granite metal and 12.00 Kg penetration grade of bitumen for 10 Sqm with 0.12 cum of 12 mm size hard granite chips as key stone for 10 Sqm spreading over and laying including heating pouring and spreading over and spreading bitumen metal and chips and rolling with PRR including hire and running charges of PRR and all other machineries complete as per specification and direction of Engineer-in-Charge. | 147.93 | Per Sqm | 424.68 | ₹62,822.91 |
| 3 | Providing and applying tack coat over prepared surface using 60/70 grade bitumen removal of binding materials with wire brushes etc. complete for finished item of work including all cost of all materials and labour T&P etc. complete as per specification and direction of the Engineer in Charge. | - | Per Sqm | 26.53 | - |
| 4 | Labour for laying 20 mm thick premix carpet using 0.27cum of 13.2 mm to 5.6 mm size crushed stone chipping and 14.60 kg. penetration grade of bitumen for 10 sqm including hand packing to proper camber and consolidation with PRR including hire and running charges of PRR, hot mix plant, bitumen boilers and all other T & P articles including all cost of all materials, labour, royality to site as per specification and direction of the Engineer-in-charge etc complete. | - | Per Sqm | 256.54 | - |
| 5 | Providing 6 mm thick pre coated seal coat type "B" laid to specified levels grade and cross fall using 6.70 mm size CBHG chips of 0.06 cum and bitumen of 60/70 grade @ 6.80 kg for 10 sqmt including hire and running charges of PRR and all other T&P articles including labour, cost conveyance, royality, taxes and all other materials required for the work etc. complete as per specification and direction of Engineer in Charge. | - | Per Sqm | 103.99 | - |
| 6 | Earth work in embankment in oridinary soil within 50 m, initial lead and 1.5m, initial lift including rought dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per direction of the Engineer-in-charge. | - | Per cum | 298.57 | - |
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