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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹5.0 LAdmitted-Finance | -6.37% | ₹5.0 L | L1 | Admitted-Finance |
| 2 | L1₹5.4 LAdmitted-Finance 106 DAROOGA MOHALLA LAL KOTHI AHOO DARWAJA DIG | +1.11% | ₹5.4 L | L1 | Admitted-Finance |
| 3 | L1₹5.4 LAdmitted-Finance | +1.11% | ₹5.4 L | L1 | Admitted-Finance |
| 4 | L1₹5.4 LAdmitted-Finance | +2.11% | ₹5.4 L | L1 | Admitted-Finance |
Tender Value
₹10.0 L
EMD Value
₹19,980
Closing Date
13 Mar 2026, 11:30 amClosed
SE CIVIL JODHPUR
NPH Jodhpur
Construction of Civil Foundation for Capacitor Bank-III at 132 KV GSS, S. S. Nagar, Distt. Jodhpur
2026_RRVPN_543957_1
NIT No.24 (2025-26) SE CIVIL RVPN JODHPUR
Open Tender
Civil Works
120 days
132 KV GSS, S. S. Nagar, Distt. Jodhpur
Tender document ,fees Registration Certificate, GST Registration Certificate, etc.
2 documents required · 2 mandatory
₹1,180
AO T and C RRVPNL JODHPUR
₹19,980
Yes
7 Apr 2026
6 Mar 2026
16 Mar 2026
6 Mar 2026
13 Mar 2026
6 Mar 2026
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 (B-1/1.8)
Providing and laying cement concreting including curing, compaction etc.complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. (B - 3/3.1.6) 1 : 4 : 8 stone aggregate 40 mm nominal size
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 plasticizers (if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix (B-4/4.1) @ 4934/- P.Cum
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: 40 mm thick with 20 mm thick nominal size aggregate. (B/11.3.1) @ 277/- P.Sqm
Plaster on new surface on wall in CSM 1:6 including racking of joints etc. complete fine finished 25 mm thick (B-12/12.3.1)
Centering & shuttering with plywood or steel sheets including strutting, propping, bracing both ways and removal of formwork for foundations, footings, strap beams, raft, bases of columns, etc. (B-4/4.9)
P/ 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 three level.('Original producers' who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786) Tremo Mechanically treated bars(Conforming of relevent IS code) ( B -4/ 4.13.3)
Carriage of Earth, Sand ,line morrum, manure or sludge 500 Mtr lead @ 59.00-23.00 less for intial lead (G/5.1)
Supply of Stone Aggregate (Single Size) at quarry - 40mm nominal size crusher broken. (Item Code- 293)
Carriage of Building Rubbish Stone metal (Grit & ballast etc.) including loading & unloading for lead of 30KM. (Transportation of 40mm Grit) (G-5.2) (240+7*10)
P&F rigid PVC Pipe (IS:4985 mark) class II(4 Kg. /Cm 2) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant 110 mm dia (B-3.16.3) @ 282/- R.Mtr
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) @ 2838/-
Add extra for Random Rubble stone masonry with hard stone in Wall upto 30cm. and less thickness. (B/6.3.4) @ 186/- P.Cum
Structural steel work in riveted, bolted or welded in built up sections, trusses and framed work including cutting, hoisting (height upto 10 mtr), fixing in position and applying a priming coat of approved steel primer all complete. (B/9.2) @ 81/- P.Kg
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work. (B/12.46.1) @ 69/- P.Sqm
Earth work in surface excavation not exceeding 30cm. in depth but exceeding 1.5 meter in width as well as10 Sqm on plan including disposal of excavated earth up to 50 Mtr. and lift up to 1.5 Mtr. disposed soil to be levelled and neatly dressed : All kinds of soil (B/1.1) @ 35/- P.Sqm
Percentage BoQ
BoQ_Ver3.0
Bidder Name :
PRICE SCHEDULE (Part B) (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only )
NUMBER #
Providing and Laying o fInterlocking M-30 grade Concrete Block Pavements having thickness 60 mm as per drawings and as per IS 15658:2006. and materials conforming to MoRTH Specification Clause 602 with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks. Category'B': Dentated only two side like I,Z,T shape as per IRC:SP:63-2004 R-6.3.(ii) C
Item Rate BoQ
BoQ_Ver3.0
Bidder Name :
PRICE SCHEDULE-H- (Part C) (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only )
NUMBER #
Labour charge for spreading of 20-63 mm nominal size Hand / Crusher broken stone agregate in unifor layer of 100 mm thicknessin yard of any substation (charged / uncharged) GSS by manual / mechanical means, as permitted by the Engineer In Charge with due care as per safety norms of substation complete in all respect with all lead & lift.
Supply & Fixing 30mm thick ferro cement RCC cable trench covers upto span 1200mm 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 way 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 12mm shape of 24 gauge including proper quantities of concrete additional admixture like plasticizer, bond improving compound etc. manufacture with vibro pressing system, 20% cover shall have lifting hooks of 10mm dia plain round bar to be fixed as directed. M.S. flat / hooks exposed shall be painted with two coats of superior quality corrosion resistance paint. The above covers shall to take live load of 2000 kg/sqm and minimum ultimate load of 3000 kg/sqm under deflection not exceeding L/25.
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