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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹8.0 LAdmitted-Fee/PreQual/Technical/Finance | -26.32% | ₹8.0 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹8.9 L+₹84,674.67 (10.6%)Admitted-Fee/PreQual/Technical/Finance | -18.53% | ₹8.9 L+₹84,674.67 (10.6%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹10.9 L
EMD Value
₹22,000
Closing Date
15 Aug 2026, 5:00 pmClosed
EE RDSD LATEHAR
EE RDSD LATEHAR
Construction of Chalka Bridge Near Devi Mandap Village Borsidag Panchayat Hutap Block Chandwa District Latehar
2026_RDSPL_116862_5
EE/RDSD/LATEHAR/25/2026-27
Open Tender
Civil Works
Percentage
90 days
LATEHAR
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,500
₹22,000
Yes
17 Aug 2026
6 Aug 2026
17 Aug 2026
6 Aug 2026
15 Aug 2026
6 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 | Earthwork in excavation in road embankment in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50 M. including all lifts, levelling, ramming the foudation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/l. | 1 | m3 | 167.33 | ₹167.31 |
| 2 | Providing coarse clean sand in filling in road embankment including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including' cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/l (Mode of measurement complacted volume). | - | m3 | 589.51 | - |
| 3 | Providing stone boulder soling in foundation all complete as per building specification and direction of E/l (Mode of measurement complacted volume). | 1 | m3 | 1,158.4 | ₹1,157.24 |
| 4 | Providing P.C.C.M - 200 with nominal mix of (1:1.5:3) in foundation with approved quality of stone chips 20 mm to 6mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/l. | 1 | m3 | 5,989.72 | ₹5,983.73 |
| 5 | Providing random rubble stone masonry in C.M. (1:4) in foundation and plinth with hammer dressed stone of less than 0.03 M3 in volume and clean coarse sand of F.M. 2 to 2.5 including cost of screening, raking out joints to 20mm depth, curing, taxes and royalty all complete as per building specification and direction of E/ | 1 | m3 | 2,575.32 | ₹2,572.74 |
| 6 | Providing random rubble stone masonry in C.M. (1:4) in superstructure with hammer dressed stone of less than 0.03 M3 in volume and clean coarse sand of F.M. 2 to 2.5 including cost of screening, raking out joints to 20mm depth, curing, taxes and royalty all complete as per building specification and direction of E/ | 1 | m3 | 2,729.11 | ₹2,726.38 |
| 7 | Providing 25 rnm thick cement plaster with punning (1:3) with clean coarse sand of F.M. 1.5 ircluding screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/l. | - | m2 | 100.8 | - |
| 8 | Labour for laying, fitting and fixing NP3 hume pipe in line, level and grade, as well as providing approved jointing materials and joints properly filled to make them water proof, all complete as per specification and direction of E/I. 1200MM | 1 | M | 1,673.82 | ₹1,672.15 |
| 9 | Supply of hume pipe .............E/I. vide SOR Item No. M-301(vii) 1200 mm dia. NP3 (WRD PART B Page-71 M-301SL-11.70 ) | 1 | M | 5,793.48 | ₹5,787.69 |
| 10 | Earth Work in Filling foundation trenches or back filling of masonary structure .............. with 30 m Lead all complete as per direction of E/I. | 1 | m3 | 114.5 | ₹114.39 |
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