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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹22.7 LAdmitted-Fee/PreQual/Technical/Finance SONU TALAB WARD NO 4 RAMPUR GHAT ROAD MORADABAD UTTAR PRADESH | MORADABAD | UTTAR PRADESH | 244001 | -31.28% | ₹22.7 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹23.2 L+₹58,677.13 (2.59%)Admitted-Fee/PreQual/Technical/Finance MAHUWADANR DIST LATEHAR | -29.50% | ₹23.2 L+₹58,677.13 (2.59%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹25.5 L+₹2.8 L (12.4%)Admitted-Fee/PreQual/Technical/Finance | -22.79% | ₹25.5 L+₹2.8 L (12.4%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹33.0 L
EMD Value
₹66,000
Closing Date
15 Aug 2026, 5:00 pmClosed
EE RDSD LATEHAR
EE RDSD LATEHAR
Construction of PCC Road from Nawatoli School to Sukhana Asur at village Sidra of Panchayat Champa Block Mahuadanr District Latehar
2026_RDSPL_116862_3
EE/RDSD/LATEHAR/25/2026-27
Open Tender
Civil Works
Percentage
135 days
LATEHAR
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,000
₹66,000
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 | Clearing Grass and Removal of Rubish Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area SOR NO. 2.02 RDD | - | Hac | 19,760.3 | - |
| 2 | Compacting Original ground supporting sub-grade Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of Table 300-2 for sub-grade construction.
SOR NO. 3.20 case (i) RDD | - | CUM | 52.6 | - |
| 3 | Construction of Subgrade and Earthen Construction of sub-grade and earthen shoulders with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2. SOR. ITEM NO. 3.18 RDD | - | CUM | 131.3 | - |
| 4 | Granular Sub-Base with Graded Material (Table:- 400-1) Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. SOR. ITEM NO. 4.01 B(iii)RDD | 1 | CUM | 1,437.6 | ₹1,436.16 |
| 5 | Cement Concrete Pavement Prviding and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work upto plinth level 1:1.5:3 (1 cement :1.5 coarse sand (zone iii) : 3 graded stone aggregate 20 mm nominal size ) | 1 | CUM | 4,961.73 | ₹4,956.77 |
| 6 | 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 | ₹167.16 |
| 7 | 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 | - |
| 8 | Providing stone boulder soling in foundation all complete as per building specification and direction of E/l (Mode of measurement complacted volume). | - | m3 | 1,158.4 | - |
| 9 | 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. | - | m3 | 5,989.72 | - |
| 10 | 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/ | - | m3 | 3,458.6 | - |
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