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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.0 CrAdmitted-Finance | +4.91% | ₹2.0 Cr | L1 | Admitted-Finance |
| 2 | Rejected-Technical | - | - | - | Rejected-Technical Techno-Commercially rejected |
Tender Value
Refer Docs
EMD Value
₹50,000
Closing Date
4 Jul 2026, 2:30 pmClosed
GM (Contracts)
A-1, Udyog Marg, Sector-1, NOIDA
Part Offloading of Balance Civil Electrical Instrumentation and Associated Works at IPIG 03 Village-Barwas in Haryana under New Mundra Panipat Crude Oil Pipeline P25 Project
2026_PLHO_190331_1
PLCC/NMPPL IPIG Offloading/CL/26037
Open Tender
Civil Works
Works
60 days
As per tender document
As per tender document
9 documents required · 9 mandatory
₹50,000
Yes
9 Sept 2026
24 Jun 2026
6 Jul 2026
24 Jun 2026
4 Jul 2026
24 Jun 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 |
|---|---|---|---|---|---|
| 2GST % for the tender Please select the rate of GST in cell AY13. Rate selected shall be applicable for the entire BoQ. | |||||
| 10MPPL P25 - CSW Civil - IPIG 03 NON ITC | |||||
| 10.001 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in widt h as well as 10 sqm on plan) including getting out and disposal of excavated earth, all works up to any lead and lift, as directed b y the Engineer-in-Charge : | - | - | - | - |
| 10.002 | In all kinds of soil | 251.2 | CUM | 208.09 | ₹52,272.21 |
| 10.003 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in d epth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5m. | 187.09 | CUM | 251.34 | ₹47,023.2 |
| 10.004 | Filling the excavated earth to required grade, level & profile in low lying areas including watering, ramming, compacting at optimum moisture content to 90% of Proctor's density consolidation by rolling with 8 to 10 tonne power roller in layers not exceeding 20 c m thickness, including clearing the area by cutting of shrubs, bushes, grass, vegetation, debris etc. stacking and disposing out of plot area to an unobjectional area as directed by Engineer-in-Charge complete in all respects inclusive of cost of all labour, mate rials, tools, tackles etc. as per drawings, specifications and direction of the Engineer-in-Charge. | 44.08 | CUM | 186.27 | ₹8,210.78 |
| 10.005 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | - | - | - | - |
| 10.006 | 1:2:4 [1 cement : 2 coarse sand (Zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from n atural sources] | 20 | CUM | 7,768.32 | ₹1,55,366.4 |
| 10.007 | 1:3:6 [1 cement : 3 coarse sand (Zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from n atural sources] | 22 | CUM | 7,162.41 | ₹1,57,573.02 |
| 10.008 | 1:3:6 (1 cement : 3 coarse sand (Zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from n atural sources) | 37 | CUM | 7,010.39 | ₹2,59,384.43 |
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