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Tender Value
₹22.5 L
Closing Date
17 Jun 2026, 5:00 pm7d left
EXECUTIVE ENGINEER MINOR IRRIGATION DIVISION YTL
EXECUTIVE ENGINEER MINOR IRRIGATION DIVISION YTL
SPECIAL REPAIRS TO PERCOLATION TANK AT VILLAGE KAREGAON ( BANDAL ) TQ. KELAPUR DIST - YAVATMAL
2026_YAVAT_1306924_5
NIT3C2025-26
Open Tender
Civil Works
90 days
SPECIAL REPAIRS TO PERCOLATION TANK AT VILLAGE KAR
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,360
Exempted
9 Jun 2026
9 Jun 2026
18 Jun 2026
9 Jun 2026
17 Jun 2026
9 Jun 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | Cleaning grass and removal of rubbish up to a distance of 50 meters outside the periphery of the area as directed. | 5,750 | SQM | 4.65 | ₹26,737.5 | - |
| 2 | Excavation in all kinds of soil & Soft murum including boulders up to 0.6 m diameter (0.113 cum) for canal, seating of embankment, filter drains / catch water drains etc., and placing the excavated stuff neatly in dump area or for formation of service road / embankment as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc. complete with leads as below and all lifts as directed . A) For 15 m Lead | 5,323.58 | CUM | 41.95 | ₹2,23,324.18 | - |
| 3 | B) For 16 to 250 m Lead | 1,500 | CUM | 58.95 | ₹88,425 | - |
| 4 | C) For 251 to 500 m Lead | 2,400 | CUM | 75.85 | ₹1,82,040 | - |
| 5 | D) For 501 to 750 m Lead | 2,800 | CUM | 92.85 | ₹2,59,980 | - |
| 6 | E) For 751 to 1000m, i.e. 1 km lead | 2,800 | CUM | 109.8 | ₹3,07,440 | - |
| 7 | Providing casing embankment using selected pervious material available directly from excavation in layers including cost of all materials, machinery, labour, all other operations such as collection of material, spreading material in layer of specified thickness, sorting out, breaking clods, leveling, sectioning edges / sides, watering, compacting each layer to density control of not less than 95 percent or as stipulated using vibratory compactor including cost of water etc. complete with lead up to1 km and all lifts as directed. | 4,366.42 | CUM | 84.8 | ₹3,70,272.42 | - |
| 8 | Providing and constructing 230 mm thick dry rubble stone pitching using stones and stone chips from locally available, excavated materials including labour, hand packing / wedging stone chips, finishing etc. ,complete with lead up to 50 m and all lifts. PITCHING AVAILABLE | 1,314.6 | SQM | 49.9 | ₹65,598.54 | - |
| 9 | PITCHING BORROW AREA | 984.15 | SQM | 325.5 | ₹3,20,340.83 | - |
| 10 | Providing and fixing canal information board of 1.2 x 0.75 m prepared on 16 gauge M.S. sheet with angle iron frame of size 35 X 35 X 3 mm with cross bracing of size 25 X 25 X 3 mm including painting with one coat of zinc chromate storing primer and two coats each of green/white back ground and back side grey store enamelled bonded with red retro reflective sheet Engineering grade, border / letters / numeral / arrows coated with non pealable crystal clear protective transparent coat retaining 100% reflection including two angle iron post of size 50X50X5 mm of 3.65 m long inflated at bottom drilled on top and painted in white and black bonds of 30 cm with four numbers high strength of G.I. bolts and nuts of size 10 mm dia. and 20 mm long sheet and angle iron post in one piece without joints including all taxes, conveying, fixing in ground with cement concrete in M-15 block of size 60 X 60 X 75 cm as directed by engineer-in-charge. | 1 | NOS | 7,195.5 | ₹7,195.5 | BI01010001010000000000000515BI0100001129 |
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