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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹43.2 LAdmitted-Finance | -16.02% | ₹43.2 L | L1 | Admitted-Finance |
| 2 | L2₹43.6 L+₹45,466.90 (1.05%)Admitted-Finance INDRA AWAS COLONY SANWASA TEHSIL LALSOT DISTRICT DAUSA RAJASTHAN | -15.90% | ₹43.6 L+₹45,466.90 (1.05%) | L2 | Admitted-Finance |
| 3 | L3₹45.8 L+₹2.6 L (6.00%)Admitted-Finance | -8.60% | ₹45.8 L+₹2.6 L (6.00%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Shri Balaji Construction L3 | Madina Construction L1 | SHAHEEN CONSTRUCTION L2 |
|---|---|---|---|---|---|---|
| 1.00 | Supplying and fixing Bansi Pahadpur Chhataries including ornamental work Pillar, Mehrab, Dom, Barsot etc. as per Kota-Bundi Historical designs as approved by Engineer-in-charge (Pink)
Size 3' x 3' x 6' | 4 | Each | 47,500 ₹1,90,000 | 36,500 ₹1,46,000 Lowest | 44,000 ₹1,76,000 |
| 1.10 | Size 8' x 4' x 12' | 1 | Each | 1,95,000 ₹1,95,000 | 1,58,000 ₹1,58,000 Lowest | 1,80,400 ₹1,80,400 |
| 2.00 | Main gate Mehrab in Bansi Pahadpur Pink colour stone 4 inch thick with necessary Karving work as per approved by engineer in charge | 22 | P-Sqm | 8,000 ₹1,76,000 | 6,380 ₹1,40,360 Lowest | 7,480 ₹1,64,560 |
Tender Value
₹48.5 L
EMD Value
₹97,100
Closing Date
7 Aug 2026, 6:00 pmClosed
Executive Engineer RSAMB Div Kota
Executive Engineer RSAMB Div Kota
Remaining work Const of Compound wall with Gate and Check Post at New Sub Yard Nainwa under KUMS Dei, District Bundi
2026_RSAMB_576775_1
Nit No 06/2026-27 EE RSAMB Div Kota
Open Tender
Civil Works
Percentage
180 days
BUNDI
Please refer Tender documents.
3 documents required · 3 mandatory
₹500
RT
₹97,100
Yes
12 Aug 2026
23 Jul 2026
10 Aug 2026
23 Jul 2026
7 Aug 2026
23 Jul 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 | Part- 'A' Compound Wall | - | - | - | - |
| - | Earth work in excavation 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 taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils | 9.51 | Cum | 178 | ₹1,692.78 |
| - | 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: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). | 0.16 | Cum | 3,847 | ₹615.52 |
| - | 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). | 140.08 | Cum | 2,838 | ₹3,97,547.04 |
| - | 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 | 4.91 | Cum | 4,934 | ₹24,225.94 |
| - | 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. | 19.54 | Sqm | 157 | ₹3,067.78 |
| - | 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. | 58.68 | Sqm | 375 | ₹22,005 |
| - | 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) | 8,800.41 | Kg | 77 | ₹6,77,631.57 |
| - | Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in :
Cement mortar 1 : 4 (1 cement : 4 coarse sand) | 10.58 | Cum | 5,196 | ₹54,973.68 |
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