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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹13.2 LAdmitted-Finance | -23.51% | ₹13.2 L | L1 | Admitted-Finance |
| 2 | L2₹14.6 LAdmitted-Finance | -15.51% | ₹14.6 L | L2 | Admitted-Finance |
| 3 | L3₹14.7 LAdmitted-Finance | -15.14% | ₹14.7 L | L3 | Admitted-Finance |
| 4 | L4₹14.7 LAdmitted-Finance | -14.99% | ₹14.7 L | L4 | Admitted-Finance |
| 5 | L5₹15.2 LAdmitted-Finance | -12.05% | ₹15.2 L | L5 | Admitted-Finance |
Tender Value
₹17.3 L
EMD Value
₹34,624
Closing Date
30 Jan 2026, 6:00 pmClosed
O/o Executive Engineer PWD Division Suratgarh
O/o Executive Engineer PWD Division Suratgarh
Construction of Interlock road From 15 TK Jhotawali to Cremation Ground
2026_CEPWD_531945_2
EE PWD SOG NIT No. 14 of 2025-26
Open Tender
Civil Works
90 days
Suratgarh
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
EE PWD Division Suratgarh Through E-Grass Challan
₹34,624
Yes
3 Feb 2026
24 Jan 2026
2 Feb 2026
24 Jan 2026
30 Jan 2026
24 Jan 2026
PART A EARTHWORK 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 MoRTH Specification Clause 201.By Mechanical Means In area of non-thorny jungle
Excavation in Cutting in Soil by manual means with lead upto 50 m.Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per MoRTH Specification Clause 301.3
PART B INTERLOCKS Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).
Providing and Laying of Interlocking M-30 grade Concrete Block Pavements having thickness 80 mm as per drawings and as per IS 15658:2006.and all materials shall conform to MoRTH Specification Clause 602 with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks. :- Category 'B' : Dentated only two side like I,Z,T shape as per IRC:SP:63-2004
PART C SHOULDER WORK Granular Sub-base with Well Graded Material (Table 400-1).Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount 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 MoRTH Specification Clause 401.For Grading III Material
PART D ROAD FURNITURE Construction of Foundation / Inaugration Pedastal in 23 cm thick Brick masonry in CM 1:4 of size 1.20m x 1.80m above ground level with adequate foundation including providing and fixing of Granite stone of size 0.75m x0.60m with engraving letters and figures,cement plaster,white washing etc. complete as per direction of Engineer in charge.
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