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Tender Value
₹6.6 L
EMD Value
₹66,358
Closing Date
9 Oct 2026, 3:00 pmClosed
CE
KMC
Improvement work of Kriya Ghar near Kesa Office under Zone-03 Ward-100
2026_NNKAN_1191529_1
246/AA-3/26-27
Open Tender
Civil Works
Fixed-rate
45 days
zone 3
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,180
₹66,358
30 Sept 2026
30 Sept 2026
9 Oct 2026
30 Sept 2026
9 Oct 2026
30 Sept 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 | 20.2222-F4018-Earth Work-E/W in cutting or in embankment in ordinary soil excavation to be done from of regular pits not exceeding 1/2 mm in depth and work E/W in cutting or in embankment in ordinary soil excavation to be done from of regular pits not exceeding 1/2 mm in depth and work-Rate-115.00 per 1 Cum. | 27 | Cum. | 115 | ₹3,105 |
| 2 | non sor-F31190-Non SOR-construction of granular sub base (GSB) etc all comp. construction of granular sub base (GSB) etc all comp.-Rate-3676.00 per 1 Cum. | 9 | Cum. | 3,676 | ₹33,084 |
| 3 | MORD 1500 (6.7)-FS26009-ROAD WORK-Supply & Laying Of 80mm thick rubber moulded interlocking tiles with local sand 25-40 mm thick etc all complete. Providing and laying of Interlocking concrete Block pavement having thickness 80 mm as per drawings and technical specification Clause 1504. (Exclusive G.S.B.)-Rate-925 per 1 Sqm. | 90 | sqm. | 925 | ₹83,250 |
| 4 | 2.1.1 (2.1.1)-FS4001-Earth Work-earth work 2.1 (2.1,1) work in surface excavation not exceeding 30 cm in depth but ceeding 1.5 m In width as well as 10 sqm on plan including getting out d disposal of excavated earth upto SO m and lift upto 1.5 m, as directed Engineer-in- Charge: 2.1.1 All kinds of soil.o 0.30 M-Rate-170 per 1 Cum. | 0.56 | cum. | 170 | ₹95.54 |
| 5 | PWD (SCH.) -273-FS5007-Concrete/R.C.C. Work-Providing and laying In position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:6:12 (1 cement : 6 coarse sand (zone-Ill): 12 graded Brick aggregate 40 mm (nominal size)-Rate-4380 per 1 Cum. | 3.02 | cum. | 4,380 | ₹13,227.6 |
| 6 | 5.2.2-FS5025-Concrete/R.C.C. Work-RCC work with cement approved coarse sand and 20mm approved stone ballast in proportion for raft foundation with 1:1.5:3 (1 cemnt 1.5 C. sand 20 mm size stone ballast) RCC work with cement approved coarse sand and 20mm approved stone ballast in proportion for raft foundation with 1:1.5:3 (1 cemnt 1.5 C. sand 20 mm size stone ballast) including bending binding and fixing of reinfocement in position casting cutting of wall and satisfaction of the engineer in charge including cost of all material etc all complete (ch-5, sn-15, ref- 5.2.2)-Rate-8600.00 per 1 Cum. | 0.56 | cum. | 8,600 | ₹4,843.86 |
| 7 | Non-Sor-F10021-MILD STEEL & IRON WORK-M.S. or iron in plain work such as hevey size as fabrication of M.S. M.S. or iron in plain work such as hevey size as fabrication of M.S.-Rate-7200.00 per 1 Qtl | 0.44 | Qlt. | 7,200 | ₹3,168 |
| 8 | NA-S31026-Non SOR-Non SOR Supply and installation of 1.5Hp submersible pump-Rate-76580 per 1 Job | 1 | Job | 76,580 | ₹76,580 |
| 9 | DSR-F22082-SANITARY MATERIAL-S/F of low density polythylene seamless one peace mulded tank and placing the same in proper position etc all work S/F of low density polythylene seamless one peace mulded tank and placing the same in proper position etc all work-Rate-10.00 per 1 liters | 2,000 | liters | 10 | ₹20,000 |
| 10 | 4.10(A)-FS7001-DAMP PROOF COARSE-Providing and Laying damp-proof course 25mm thick with cement concrete 1:2:4 etc all complete. providing and laying damp-proof course 25mm thick with cement concrete 1:2:4 (1 cement: 2 coarse sand (zone-iii):4 graded stone aggregate 12.5 mm nominal size-Rate-280.00 per 1 Sqm. | 36 | Sqm | 280 | ₹10,080 |
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