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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹50.9 LAdmitted-Finance | -0.05% | ₹50.9 L | L1 | Admitted-Finance |
| 2 | L2₹50.9 L+₹2,037.45 (0.04%)Admitted-Finance | -0.01% | ₹50.9 L+₹2,037.45 (0.04%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | - | Rejected-Technical technical bid is not qualified |
Tender Value
₹50.9 L
EMD Value
₹1.0 L
Closing Date
22 May 2026, 3:00 pmClosed
SUPRINTENDING ENGINEER RURAL ENGINEERING DEPARTMEN
SUPRINTENDING ENGINEER RURAL ENGINEERING DEPARTMEN
Interlocking and drain construction work from in front of Gahoi Fashion Showroom towards Aryavarta Bank in village Kuthaund
2026_REDUP_1149367_1
39/EE/RED/2025-26
Open Tender
Civil Works - Roads
Percentage
180 days
JALAUN
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,354
₹1.0 L
10 Jul 2026
16 May 2026
23 May 2026
16 May 2026
22 May 2026
16 May 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 | Earth work in filling in sub grade ,earth transported from 5.00 km distance & mechanically compacting with road roller or iron hammer I/c hire and fuel charges of roller and I/c all materials, labour , T&P , all taxes etc all complete as per directed by Engineer in charge. | 600 | m³ | 254.7 | ₹1,52,820 |
| 2 | Construction of granular sub base by providing well graded material, spriding in uniform layers with motor grader on prepared surface mixing by mix in place method with roatvetor at OMC .and compacting with smooth wheel roaller to achieve the desiersd density, complet as per technical specification Clause 401 | 380 | m³ | 2,245.33 | ₹8,53,225.4 |
| 3 | Laying of 80 mm thick cement concrete paver block (interlock bricks) with 40 mm thick stone dust including preaparation of base and joint filling all complete. C.h. No. 4 new item no. 3 | 2,000 | m² | 798 | ₹15,96,000 |
| 4 | Brick on edge floor with class 150 brick laid Dry joint sand filled all complete as directed by engineer in charge. (chapter 14 sl no 615) | 2,000 | m² | 443.65 | ₹8,87,300 |
| 5 | Earth work in excavation in Foundation in B.C. soil Lead up to 30 m and lift up to 1.50 m I/C all complete as per directed by Engineer in charge. | 228 | m³ | 174.14 | ₹39,703.92 |
| 6 | Filling of Stone Dust having P.I. less then 5 in foundation or for stabilization of sub grade I/c all completion of work. | 57 | m³ | 1,974.01 | ₹1,12,518.57 |
| 7 | 1:3:6 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) | 57 | m³ | 5,528.62 | ₹3,15,131.34 |
| 8 | Brick Masonary in 1:4 cement & fine sand mortar in foundation and plinth as per drawing ans as per direction in charge all complete . | 126.5 | m³ | 6,386.85 | ₹8,07,936.53 |
| 9 | Plastering with cement mortar 1:4 (cement & fine sand mortar) 15 mm thick on brick work in substructure as per technical Specification Clause 613.4 and 1204. | 680 | m² | 203.59 | ₹1,38,441.2 |
| 10 | P.C.C. work in 1:2:4 cement, coarse sand and 20mm gauge stone grit including all complete work etc. 11.4 MORD (iii) Specification 802, 803, 1202 and 1203 | 26.5 | m³ | 5,906.53 | ₹1,56,523.04 |
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