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Tender Value
₹59.8 L
EMD Value
₹1.2 L
Closing Date
3 Sept 2026, 3:00 pm
Exe. Eng. Minor Irrigation Division, Latehar
Exe. Eng. Minor Irrigation Division, Latehar
Construction of PCC Road in Block Latehar , Panchayat - Pesrar in Village - Rehaldag From Bhalwahi Bandh To House of Saryu Bhuinya Via House of Arju singh, Distt. - Latehar
2026_WRD_117733_1
WRD/MID/Lateh/F2-08/2026-27Dt 18-08-26
Open Tender
Civil Works
Percentage
180 days
Block Latehar Distt Latehar
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
₹1.2 L
22 Aug 2026
22 Aug 2026
5 Sept 2026
22 Aug 2026
3 Sept 2026
22 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 | 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 | 1,282.65 | M3 | 131.3 | ₹1,68,411.95 |
| 2 | 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 | 505.52 | M3 | 1,680.3 | ₹8,49,425.26 |
| 3 | Providing and laying in position cament concrete of specification grade excluding the cost of centering and shuttering - All Work to plinth level. (1:1.5:3) (1 cement :1.5 coarse and (Zone -III): 3 Graded stone aggregate 20mm nominal size | 460.25 | M3 | 4,961.73 | ₹22,83,636.23 |
| 4 | Centering and Shuttering including strutting propping etc. and removal of form for foundation Footing bases of columns etc for mass conctete | 301.8 | M3 | 194.5 | ₹58,700.1 |
| 5 | 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. (5.1.1+5.1.2) | 36 | M3 | 167.33 | ₹6,023.88 |
| 6 | Providing stone boulder soling in foundation all complete as per building specification and direction of E/l (Mode of measurement complacted volume) (RCD 16.1). | 4.52 | M3 | 1,158.4 | ₹5,235.97 |
| 7 | 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. (5.3.2.1) | 5.08 | M3 | 5,989.72 | ₹30,427.78 |
| 8 | 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/ (12.7B RCD) | 11.72 | M3 | 3,458.6 | ₹40,534.79 |
| 9 | Providing R.C.C.M - 200 with nominal mix of (1:1.5:3) in slab with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of F.M 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of E/l. (5.3.11 BCD) | 10.8 | M3 | 6,308.87 | ₹68,135.8 |
| 10 | Providing tor steel reinforcement as per approved design and drawing excluding carriage of M.S. bars to work site , cutting, bending and binding with annealed wire with cost of wire, removal of rust placing the rods in position all complete as per building specification and direction of E/l. ( Only Valid for SAIL & TATA Steel) (5.5.4)
10 mm dia (5.5.5 a) | 1 | M3 | 82,096.54 | ₹82,014.44 |
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