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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.1 LAccepted-Finance | L1 | Accepted-Finance First | |
| 2 | L2₹19.0 L+₹1.9 L (11.2%)Accepted-Finance ELAMDESHAM BP CONCRETING OF VELLAPLAVU KOTTA ROAD WARD 5 KARIMANNOOR GP | KOTTAYAM | KERALA | 686001 | L2 | Accepted-Finance Second | |
| 3 | L3₹20.2 L+₹3.1 L (18.2%)Rejected-Finance N A | PALWAL | HARYANA | 121004 | L3 | Rejected-Finance L1 Agreement Executed |
| Sl No | Description | Qty | Unit | Anas Contractors L3 | RENJITH MANUEL L2 | R SABU L1 |
|---|---|---|---|---|---|---|
| 1.00Road maintenance | ||||||
| 1.00 | 2.2.2.A:Clearing and Grubbing Road Land<br> Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. <br> (II) By Mechanical Means <br> (A) In area of non-thorny jungle | 0.14 | Hectare | 31,857.49 ₹4,300.76 | 30,000 ₹4,050 | 25,000 ₹3,375 Lowest |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 122.5 | cum | 3,145.88 ₹3,85,370.3 | 2,800 ₹3,43,000 | 2,670 ₹3,27,075 Lowest |
| 1.00 | OD240337/2025-2026:Providing and Laying of interlocking Concrete Block Pavements using 80mm M40 hydraulic blocks of approved size, design and shape , laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness etc complete as per the direction of Engineer-in-charge | 1,225 | sqm | 1,160.33 ₹14,21,404.25 | 1,050 ₹12,86,250 | 940 ₹11,51,500 Lowest |
| 1.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 11.82 | cum | 9,186.73 ₹1,08,587.15 | 8,900 ₹1,05,198 | 7,400 ₹87,468 Lowest |
| 1.00 | 11.1.4:Excavation for Structures<br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.<br> IV. Hard rock (blasting prohibited)<br>Upto 3 m depth including 1.5 m depth in hard rock | 4.48 | cum | 900.27 ₹4,033.21 | 970 ₹4,345.6 | 790 ₹3,539.2 Lowest |
| 1.01 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 1.12 | cum | 9,001.46 ₹10,081.64 | 7,900 ₹8,848 | 7,200 ₹8,064 Lowest |
| 1.01 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204<br> For height upto 5 m <br> III. R.C.C grade M 20 | 7.04 | cum | 10,450.41 ₹73,570.89 | 10,400 ₹73,216 | 8,490 ₹59,769.6 Lowest |
| 1.01 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 0.8 | tonne | 10,000.12 ₹8,000.1 Lowest | 90,000 ₹72,000 | 81,000 ₹64,800 |
| 1.01 | 12.9:Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 | 20 | no | 172.74 ₹3,454.8 | 170 ₹3,400 | 140 ₹2,800 Lowest |
Tender Value
₹21.2 L
EMD Value
₹50,000
Closing Date
11 Sept 2025, 3:00 pmClosed
AE LSGD,PAIPRA GRAMA PANCHAYATH
AE LSGD,PAIPRA GRAMA PANCHAYATH
Annual Plan-Paipra G.P -Annual Plan -2025-26-379/25-POYALY TOURISM WATER TANK ROAD NIRMANAM-General Civil Work
2025_LSGD_791377_27
ET-05/2025-26/AE/LSGD/PPRA
Open Tender
Civil Works - Roads
Item Rate
210 days
PAIPRA
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
5 Jun 2026
30 Aug 2025
15 Sept 2025
30 Aug 2025
11 Sept 2025
30 Aug 2025
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