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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.1 CrAdmitted-Finance | +14.90% | ₹2.1 Cr | L1 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Dullar Real Estate Pvt. Ltd L1 |
|---|---|---|---|---|
| 1.00 | Supply and fixing 30 mm thick ferro cement RCC cable trench covers up to span1200 mm C:C Grade M-30 having outer frame of M.S.Flat 30X3 mm and reinforcement consisting of 6 mm dia M.S. round bar both bay at the spacing of 8 to 10 cm C/C as required to adjust the spacing welded with outer frame and binding with binding wire in middle with two layers of G.I wire mesh 12 mm shape of 24 gauge including proper quantities of concrete additinoal admixture like plasticizer,bond improving compound etc manufacture with vibro pressing system 20% cover shall have lifting hooks of 10 mm dia plain round bar to be fixed as directed M.S. flat/ hooks exposed shall be painted with two coats of superior quality corrosian resistance paint. The above covers shall be take for live load of 2000 kg/Sqm and minium ultimate load of 3000 kg/sqm under defection not exceeding L/25.( inclusive of Transportation charges) | 756 | Sqm | 1,285 ₹9,71,460 Lowest |
Tender Value
₹1.9 Cr
EMD Value
₹3.9 L
Closing Date
17 Aug 2026, 5:00 pmClosed
SE (CIVIL) RRVPN KOTA
SE (CIVIL) RRVPN KOTA
CONSTRUCTION OF YARD FOUNDATION, CABLE TRENCH AND CABLE TRENCH COVER, LEVELING AND DRESSING OF YARD, GSB WORK FOR TRANSFORMER TRACK AT 132 KV GSS NASIRDA (TONK)
2026_RRVPN_583013_1
SE (CIVIL) RRVPN KOTA NITNO14-2026-27
Open Tender
Civil Works
Percentage
300 days
TONK
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,900
5900 ACCOUNT OFFICER (T AND C) RRVPN SWM
₹3.9 L
Yes
20 Aug 2026
6 Aug 2026
18 Aug 2026
6 Aug 2026
17 Aug 2026
6 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 (B-1.9.1) | 1,185 | P.Cum | 268 | ₹3,17,580 |
| 2 | Earth work in excavation/ by mechanical means (Hydraulic Excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50 m and lift upto 1.5 m , disposed earth to be levelled and neatly dressed:Ordinary rock (B-1.7.1) | 1,130 | P.Cum | 251 | ₹2,83,630 |
| 3 | 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. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).(B-3.1.6) | 512 | P.Cum | 3,302 | ₹16,90,624 |
| 4 | 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). (B-6.1.6) | - | P.Cum | 2,838 | - |
| 5 | Add extra for Random Rubble stone masonry with hard stone in Wall upto 30cm. and less thickness (B-6.3.4) | 168 | p.cum | 186 | ₹31,248 |
| 6 | "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 "(B-4.1) | 782 | P.Cum | 4,934 | ₹38,58,388 |
| 7 | "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)(B-4.13.3) | 29,640 | P.Kg | 77 | ₹22,82,280 |
| 8 | 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. (B-4.9) | 4,150 | P.Sqm | 157 | ₹6,51,550 |
| 9 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, making of lines or groove etc complete but excluding the cost of nosing of steps etc. complete. 40mm thick with 20mm thick nominal size aggregate (B-11.3.1) | 305 | P.Sqm | 277 | ₹84,485 |
| 10 | Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish : 20mm thick (B-12.3.2) | 1,210 | P.Sqm | 190 | ₹2,29,900 |
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