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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹21.0 LAdmitted-Finance | -27.99% | ₹21.0 L | L1 | Admitted-Finance |
| 2 | L2₹21.1 L+₹1,752.73 (0.08%)Admitted-Finance | -27.93% | ₹21.1 L+₹1,752.73 (0.08%) | L2 | Admitted-Finance |
| 3 | L3₹21.6 L+₹54,918.69 (2.61%)Admitted-Finance | -26.11% | ₹21.6 L+₹54,918.69 (2.61%) | L3 | Admitted-Finance |
| 4 | L4₹23.7 L+₹2.6 L (12.6%)Admitted-Finance | -18.95% | ₹23.7 L+₹2.6 L (12.6%) | L4 | Admitted-Finance |
| 5 | L5₹26.0 L+₹4.9 L (23.4%)Admitted-Finance | -11.13% | ₹26.0 L+₹4.9 L (23.4%) | L5 | Admitted-Finance |
Tender Value
₹29.2 L
EMD Value
₹58,420
Closing Date
16 Aug 2026, 6:00 pmClosed
Executive engineer pwd Division Nathdwara
Executive engineer pwd Division Nathdwara
Construction of Boundary wall at Aabkari Thana Nathdwara, District Rajsamand
2026_CEPWD_585537_4
NIT 08/2026-27
Open Tender
Civil Works
Percentage
120 days
Nathdwara
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
EE pwd div. Nathdwara
₹58,420
Yes
4 Sept 2026
11 Aug 2026
17 Aug 2026
11 Aug 2026
16 Aug 2026
11 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 | Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains not exceeding 1.5 m in width or 10 sqm on plan including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed with a lead in a 50 meter including stacking of useful material if available : Ordinary rock | 236 | P.Cum | 268 | ₹63,248 |
| 2 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M10 grade Nominal Mix 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). | 33.86 | P.Cum | 3,962 | ₹1,34,153.32 |
| 3 | Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in: Cement Mortar 1:6 ( 1-Cement : 6-Sand). | 147.83 | P.Cum | 3,406 | ₹5,03,508.98 |
| 4 | Random Rubble stone masonry with hard stone in
superstructure above plinth level and upto five level above
30cm. thick walls in : Cement Mortar 1:6 ( 1-Cement : 6-Sand). | 205.32 | P.Cum | 4,175 | ₹8,57,211 |
| 5 | Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix | 2.4 | P.Cum | 5,921 | ₹14,210.4 |
| 6 | Providing and laying in position specified grade of cement
concrete for RCC structural elements upto floor five level
including curing, compaction, finishing with rendering in
cement sand mortar 1:3 (1 cement: 3 coarse sand) and making
good the joints and cost of plastizers (if required ) excluding
the cost of centering, shuttering and reinforcement for Walls
(any thickness) including attached pilasters, buttresses, plinth
and string courses, fillets, columns, pillars, piers, abutments,
posts and struts etc.
M20 grade Nominal Mix / Design Mix | 2.4 | P.Cum | 5,609 | ₹13,461.6 |
| 7 | Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc. | 12.48 | P.Sqm | 173 | ₹2,159.04 |
| 8 | Centering & shuttering with plywood or steel sheets including
strutting, propping bracing both ways with steel props and
removal of formwork for upto floor five level for : Columns, pillars, posts and struts etc | 16.03 | P.Sqm | 413 | ₹6,620.39 |
| 9 | Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. ('Original producers' who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786) Thermo-mechanically Treated bars (Conforming of relevent IS code) | 276 | P. Kg | 82 | ₹22,632 |
| 10 | M15 grade Nominal Mix
1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate
20mm nominal size). | 21.85 | P.Cum | 5,548 | ₹1,21,223.8 |
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