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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.6 CrAdmitted-Finance GANDHI NAGAR BETUL GANJ DISTRICT BETUL M P | -11.00% | ₹3.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.7 Cr+₹4.1 L (1.12%)Admitted-Finance | -10.00% | ₹3.7 Cr+₹4.1 L (1.12%) | L2 | Admitted-Finance |
Tender Value
₹40.9 Cr
EMD Value
₹4.1 L
Closing Date
16 Oct 2023, 5:30 pmClosed
Executive Engineer
Executive Engineer MPPWD NH Division Indore
Original Repair OR (DPP) Estimate for highway Short Term Maintenance of NH 548 C starting from junction of NH 48 near Satara terminating at junction near Betul (Length 68.680 KM) Road under NH Division Indore in the state of Madhya Pradesh
2023_MoRTH_774304_1
25/SAC/OR-DPP/NH/2023-24
Open Tender
Civil Works - Roads
Percentage
365 days
Satara terminating at junction near Betul
As a Bid document
3 documents required · 3 mandatory
₹11,800
002192 Regional Pay and Accounts Office Bhopal
₹4.1 L
2nd Floor Nirman Bhawan Arera Hills Bhopal
4 Jan 2024
2 Oct 2023
18 Oct 2023
2 Oct 2023
16 Oct 2023
2 Oct 2023
9 Oct 2023
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 |
|---|---|---|---|---|---|
| 1Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting rankvegetation, grass, bushes, shrubs, saplings and trees having girth up to 300 mm, removal of stumps of trees cut earlier and disposal ofunserviceable materials and stacking of serviceable material up to a lead of 1000 metres including removal and disposal of top organicsoil not exceeding 150 mm in thickness. | |||||
| 1.01 | A In area of light jungle | 5.49 | Hectare | 22,918 | ₹1,25,911.49 |
| 2Crusher Run Macadam Sub Base/Base Course Providing crushed stone aggregate, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller as per clause 410 to form a layer of sub-base/Base in accordance to Table No. 400-14, 400-15 and as per clause of section 407 of specifications. | |||||
| 2.01 | (ii) For 37.5 mm maximum size | 283.31 | Cum | 1,157 | ₹3,27,789.67 |
| 3 | Wet Mix Macadam
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density in accordance to Table No. 400-12, 400-13 and as per clause of section 406 of specifications. | 377.74 | Cum | 1,493 | ₹5,63,965.82 |
| 4 | Prime coat
Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including cleaning of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means as per clause 502 of specifications. | 4,532.88 | Sqm | 37 | ₹1,67,716.56 |
| 5Providing and applying tack coat with catonic bitumen emulsion (RS-1) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of specifications. | |||||
| 5.01 | (i) @ 0.25 kg per sqm (normal bituminous surfaces) | 5,666.1 | Sqm | 14 | ₹79,325.4 |
| 5.02 | (ii) @ 0.30 kg per sqm (dry & hungry bituminous surfaces /granular surfaces treated with primer) | 5,666.1 | Sqm | 16 | ₹90,657.6 |
| 6Dense Graded Bituminous Macadam Providing and laying dense bituminous macadam using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 505 of specification complete in all respects. b) Using Drum Mix Plnt of appropriate capacity and Paver finisher Hydraustatic with Sensor | |||||
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