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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹41.1 LAccepted-AOC | ₹41.1 L | L1 | Accepted-AOC As per AOC |
| 2 | L2₹41.5 L+₹45,236.23 (1.10%)Rejected-Finance SILLOD | ₹41.5 L+₹45,236.23 (1.10%) | L2 | Rejected-Finance due to highest rate quotted than L1 |
| 3 | L3₹41.9 L+₹86,360.09 (2.10%)Rejected-Finance | ₹41.9 L+₹86,360.09 (2.10%) | L3 | Rejected-Finance due to highest rate quotted than L1 |
Tender Value
₹41.1 L
EMD Value
₹41,124
Closing Date
24 Jul 2026, 4:00 pmClosed
Addl CEO
Zilla Parishad CHH. Sambhajinagar
CONSTRUCTION OF MADNI TO NATVI ROAD, (VR-02), KM. 2.00 TO 3.300, TQ. SILLOD DIST. CHH. SAMBHAJINAGAR
2026_AURAN_1318614_2
ZPCHSN/Works/GatB/2026
Open Tender
Civil Works
Percentage
270 days
Tq. Sillod Dist. Chh. Sambhajinagar
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,180
₹41,124
9 Sept 2026
16 Jul 2026
27 Jul 2026
16 Jul 2026
24 Jul 2026
16 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 RANK VEGETATION, GRASS, BUSHES, SHRUBS, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. | - | Sq.Mt. | - | - |
| 2 | EXCAVATION FOR CATCH / SIDE WATER GUTTER IN ALL SORTS OF SOILS to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils. | 0.2 | Cu.Mt. | - | - |
| 3 | Providing and laying CEMENT CONCRETE PIPE of IS 458:2003 NP-2 CLASS OF 900MM DIAMETER in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete. | - | Rg.Mt. | 1 | - |
| 4 | Construction of GRANULAR SUB-BASE by providing close graded material, spreading in uniform layers with motor grader / Paver on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- By Mix in Place Method and Grading - I Material | 1 | Cu.Mt. | 1 | ₹1 |
| 5 | Providing, laying, spreading and compacting stone aggregates of specific sizes to (WBM GR-ll) WATER BOUND MACADAM specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with vibratory roller to the required density. By Mechanical Means - GRADING II (USING SCREENING TYPE B (11.2 MM) AGGREGATE) | - | Cu.Mt. | 1 | - |
| 6 | Providing and laying Cast in situ/Ready Mix CEMENT CONCRETE IN M-10 of trap/ granite/ quartzite/ gneiss metal FOR FOUNDATION AND BEDDING including bailing out water, Steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) | 1 | Cu.Mt. | 1 | ₹1 |
| 7 | Providing and laying in situ CEMENT CONCRETE M -30 WITH TREMIX TREATMENT FOR 200 MM THICKNESS FOR CONCRETE ROAD is including laying plastic sheet for 125 micron thickness with groove cutting of 4 mm wide and 20 mm deep with necessary refilling with bitumen ( excluding reinforcement) with coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) etc. complete with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. | - | Cu.Mt. | - | - |
| 8 | Providing cast in situ / ready mix M10 GRADE CEMENT CONCRETE FOR HEAD WALLS OF CD WORK / RETAINING WALLS ETC. including necessary form work, compaction, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ), cement 4.05 bags/cumt) | - | Cu.Mt. | 1 | - |
| 9 | Providing and constructing 75 MM. THICK MODIFIED PENETRATION MACADAM (MPM) road surface including all materials, preparing the existing road surface, spreading 40 mm. stone metal layers 30% CRUSHER BROKEN METAL + 70% HAND BROKEN (by breaking rubble obtained by blasting) heating and spraying the bitumen of specified grade @ 2 Kg/sqm, spreading 12 mm.size chips compacting with three wheel static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc. complete. INCLUDING PICKING OF EXISTING WBM SURFACE. (VG-30 bulk bitumen rates are considered to arrive at rates) | - | Sq.Mt. | - | - |
| 10 | Providing and applying TACK COAT on the prepared surface heating by fames in Boiler and spraying bitumen with sprayer on Dry / Hungry B.T. surface 3 kg/10 sqm. (VG-30 bulk bitumen rates are considered to arrive at rates) | - | Sq.Mt. | - | - |
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