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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹11.4 LAdmitted-Fee/PreQual/Technical/Finance | -25.34% | ₹11.4 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹12.0 LAdmitted-Fee/PreQual/Technical/Finance | -21.25% | ₹12.0 L | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹12.4 LAdmitted-Fee/PreQual/Technical/Finance C O GUPESHWAR BATA VILL KARAIKELA POST KARAIKELA DIST WEST SINGHBHUM JHARKHAND PIN 833102 | SARAIKELA KHARSAWAN | JHARKHAND | 833102 | -18.75% | ₹12.4 L | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹13.6 LAdmitted-Fee/PreQual/Technical/Finance 251 TATA KANDRA MAIN ROAD ADITYAPUR SERAIKELLA KHARSAWAN JHARKHAND PIN 831013 | SARAIKELA KHARSAWAN | JHARKHAND | 831013 | -11.10% | ₹13.6 L | L4 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹15.3 L
EMD Value
₹31,000
Closing Date
14 Aug 2026, 3:00 pmClosed
EXECUTIVE ENGINEER
MID SERAIKELLA
CONSTRUCTION OF PCC ROAD FROM (JHA. RA. KHA. NI. )1000 MT NEW GODOWN TO THE EXISTING MAIN ROAD OF GAMHARIA BLOCK
2026_WRD_116770_1
13/WRD/MID/SER/F2/26-27
Open Tender
Civil Works
Percentage
60 days
SERAIKELLA
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
₹31,000
Yes
17 Aug 2026
7 Aug 2026
17 Aug 2026
7 Aug 2026
14 Aug 2026
7 Aug 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 | Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50M including all lift leveling ramming the foundation trenches, removing roots of trees shrubs all complete as per approved design, building specification and direction of E/I. | 160.53 | M3 | 167.33 | ₹26,861.48 |
| - | Compacting original ground supproting embankment loosing , levelling and compacting to facilitate placement of first layer of embankment , scarified to a depth of 150mm , mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embancment construction . | 79.07 | M3 | 62.3 | ₹4,926.06 |
| - | Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density, complete as per clause 401.Grade II | 119.8 | M3 | 1,458.8 | ₹1,74,764.24 |
| - | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -All work up to plinth level:-(1:1.5:3(1cement :1.5coarse sand (zone-III):3 graded stone aggregate 20mm nominal size) | 160.53 | M3 | 4,961.73 | ₹7,96,506.52 |
| - | Providing separation membrane of impermeable plastic sheeting 125mm thick . | 434.94 | M2 | 13 | ₹5,654.22 |
| - | Centring and shuttering including strutting ,propping etc and removal of form for foundation ,footing ,bases of columns ,etc for mass concrete | 97.66 | M2 | 194.5 | ₹18,994.87 |
| - | Filling in foundation trenches or in plinth in layer not exceeding 150mm thick, well watered rammed fully compacted and fine dressed with earth obtained after cutting with lead of 50m and lift of 1.5m all completed as per direction of E/I(mode of measurement compacted volume). | 22.77 | M3 | 128.88 | ₹2,934.6 |
| - | Carriage of material - Cement | 67.51 | MT | 585.1 | ₹39,500.1 |
| - | sand | 153.69 | M3 | 716.92 | ₹1,10,183.43 |
| - | stone chips | 214.65 | M3 | 465.88 | ₹1,00,001.14 |
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