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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹1.4 CrAccepted-AOC MAIN STREET MAIN STREET GONDER 35 132024 | GONDER | KARNAL | HARYANA | 132024 | ₹1.4 Cr | L-1 | Accepted-AOC L-1 |
| 2 | Rejected-Technical NOT AVAILABLE | - | - | Rejected-Technical Similar Nature work details not found |
Tender Value
₹1.5 Cr
EMD Value
₹3.0 L
Closing Date
13 Jul 2026, 10:00 amClosed
Narender Kumar Payal
PMDA, Sector-3, Panchkula
Restoration of Guide Bund on downstream of Ghaggar Bridge on road dividing sector 3/21 (Toward Sector 24 on up stream of Spur No. 1) in Panchkula Extn. including 3 Years Mtc. and Defect Liability period Free of cost
2026_HRY_533251_1
2026135803EC 612E 41ED 8949 DE7FABD78CB62239003
Open Tender
Civil Works
Works
120 days
Panchkula
2 documents required · 2 mandatory
₹15,000
₹3.0 L
Yes
8 Aug 2026
3 Jul 2026
13 Jul 2026
3 Jul 2026
13 Jul 2026
3 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 | [17.14.2]Granular Sub-Base with Close Graded Material - (Table:- 400-1) Plant mix method
Construction of granular sub-base by providing Material as per Grading III (Table 400-I of MORTandH 5th revision) mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORTandH specifications 2. Grading II material [Through Rate] | 67.5 | cum | 1,187 | ₹80,122.5 |
| 2 | [35.10]Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
Includes Mazdoor required for trimming of slope to proper profile and preparation of bed. [Through Rate] | 540 | cum | 1,957 | ₹10,56,780 |
| 3 | [4.12.1]Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. 1. All kinds of soil [Through Rate] | 1,500 | cum | 78 | ₹1,17,000 |
| 4 | [4.31.1]Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. 1. All kinds of soil [Through Rate] | 600 | cum | 51 | ₹30,600 |
| 5 | [6.22.2.2]Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. 2.2. All works up to Plinth Level :
M-15 grade plain cement concrete. (cement content considered @ 240 kg/cum) [Through Rate] | 2,622.94 | cum | 3,772 | ₹98,93,722.14 |
| 6 | [6.30.1]Centering and shuttering including strutting, propping etc. and removal of form for 1. Foundations, footings, bases of columns, etc. for mass concrete [Through Rate] | 5,820 | Sqm | 156 | ₹9,07,920 |
| 7 | [6.33.3]Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level Note: Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. 3. Cold twisted bars [Through Rate] | 3,941.15 | Kg. | 68 | ₹2,67,998.2 |
| 8 | Supply of Earth work in embankment excavation in all kind of soils, carriage, loading, unloading and laying in 25cm layers for compaction complete in all respects as per satisfaction of EIC. | 11,550 | Cum | 238 | ₹27,48,900 |
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