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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹76.5 LAdmitted-Finance | -20.02% | ₹76.5 L | L1 | Admitted-Finance |
| 2 | L2₹85.8 L+₹9.3 L (12.1%)Admitted-Finance | -5.81% | ₹85.8 L+₹9.3 L (12.1%) | L2 | Admitted-Finance |
| 3 | L3₹95.3 L+₹18.8 L (24.6%)Admitted-Finance | +4.99% | ₹95.3 L+₹18.8 L (24.6%) | L3 | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
| Sl No | Description | Qty | Unit | M/s Nemi Construction Co L2 | SHEKHAWAT CONSTRUCTION COMPANY L3 | KUSHAGRA ENTERPRISES L1 |
|---|---|---|---|---|---|---|
| .01PART- B (Item Rate Basis) | ||||||
| 1.00 | Disposal of rubbish un-wanted material dismanted material, away from site at appropirate place including all lead and lift, loading unloading, transportation labour etc. As per direction of Engineer in charges. | 30 | P.Cum | 450 ₹13,500 | 450 ₹13,500 | 200 ₹6,000 Lowest |
| 2.00 | Supply of Tubular Steel table for office purpose with particle board of one side laminated teak facing ISI marked 25mm thickness and side steel rack in both sides with one shelve in each side with locking arrangemendt. Table size 1120X710X760mm, Top size 1120X710X25mm, Frame size 1020X550X735mm including primer and zinc paint complete with frame of 25mmX25mm square medium pipe as per instruction of engineer in charge. For at various 33 KV S/S | 1 | Each | 7,420 ₹7,420 | 16,500 ₹16,500 | 4,500 ₹4,500 Lowest |
| 3.00 | Supply of chair having frame of 19mm round pipe of (16 gauge) and having seat and back of 18 gauge perforated steel sheet of 16"x16" and 16"x8" (semicircular) respectively and dully painting with powder coating paint . (Size of chair LxBxH= 20"x18"x33"). For at various 33 KV S/S. | 2 | Each | 1,561 ₹3,122 | 1,500 ₹3,000 | 1,000 ₹2,000 Lowest |
| 4.00 | Providing & fixing Four No. 10 ltr capacity steel bucket and filling of bucket by sand and appropriate size of steel stand for fixing the steel bucket. The stand made by 65x65x 6mm M.S. angles with two or more coats enamale paint including primer coat of all buckets and stand including all material labour T&P and other required accessories. The size & shape of buckets & stand ( Length of 2Nos. vertical poas 1.50Mtr. length each, 2No. horizontal member length 0.90 mtr each and hold fast 2 No. 0.15 mtr each including E/W & dully grouted in CC 1:2:4 ( 2 x 30x30x45 CM ) as per direction of Engineer in charge including painting with primer and postman red colour and letter writting ''FIRE" | 1 | Each | 1,561 ₹1,561 Lowest | 5,000 ₹5,000 | 2,500 ₹2,500 |
| 5.00 | Providing and Laying Cheqquerred plate cover 8 mm thick on cable trenches constructed in C/R including cutting fabricating of plates complete by nesessary lifting arrangement with 'U' shape hooks of 15cm long (8mm sq bars) by welding 2 Nos 25 x 3 mm) including priming coat of approved steel primer complete as per direction of Engineer in charges. | 40 | P.Sqm | 7,030 ₹2,81,200 | 7,000 ₹2,80,000 | 5,100 ₹2,04,000 Lowest |
| 6.00 | E/W in filling of excavated earth except black cotton soil with watering & compaction of spreaded earth in 15-30cm layers levelled & neatly dressed as per requirement of site & direction of E/I, work includes cost of earth with taxes, loading, unloading, transportation, labour, water & T&P etc. complete with all lead & lift. | 2,000 | P.cum | 238 ₹4,76,000 Lowest | 300 ₹6,00,000 | 250 ₹5,00,000 |
| 7.00 | Supply, Stacking, Spreading of graded crusher brocken hard stone aggregate free from organic matter including stacking & spreading in yard / trenches as per the standard specification of size 40mm to 63mm incl. all lead & lift, transportation, labour, loading, unloading & require for graveling work as per direction of Engineer in charge incl. dressing & levelling. | 70 | P.cum | 1,651 ₹1,15,570 | 1,650 ₹1,15,500 | 1,450 ₹1,01,500 Lowest |
| 8.00 | Supply and spreading of crusher dust free of organic matter including stacking spreading and laying in yard as per standard specification including all lead and lift, Transportation, labour, loading unloading, T&P required for spreading of crusher dust work as per direction of Engineer in Charge including dressing ground upto 15cm depth. | 70 | P.cum | 940 ₹65,800 Lowest | 1,250 ₹87,500 | 1,050 ₹73,500 |
| 9.00 | Supply & Planting of shady plants (Neem, Peepal, Goolar, Jamun, Imli or other specified) including the following activities :-
1. Preparation of soil including cleaning & removing of unwanted shrubs removal of stones & garbage.
2. Supply of plant at site of two years of age & height more than 1.50 Mtr.
3. Supply of dry manure (Farm yard manure organic).
4. Supply of Insecticides.
5. Digging of pits size 60x60x60 cms. Including removal of stones, Manuring application of insecticides & watering at least 15 liter per plant after planting.
6. Maintenance of plant to be done by the contractor upto S.D. period. If the plant dies during maintenance, contarctor has to replace same height plant at his own cost. | 20 | Each | 58 ₹1,160 Lowest | 285 ₹5,700 | 150 ₹3,000 |
Tender Value
₹98 L
EMD Value
₹2.0 L
Closing Date
4 Aug 2026, 3:00 pmClosed
SE CIVIL JVVNL
SE CIVIL JVVNL OPH, RAM MANDIR BANI PARK JAIPUR
Construction of control room, boundary wall, cable trench, water supply arrangement at 33 kv s/s Engineers colony, Jaipur.
2026_JVVNL_576007_4
E-NIT 05/2026-27
Open Tender
Civil Works
Percentage
210 days
Engineers colony
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,770
A O(JCC)JVVNL,Jaipur Through NEFT/RTGS/IMPS/UPI
₹2.0 L
Yes
14 Aug 2026
20 Jul 2026
6 Aug 2026
20 Jul 2026
4 Aug 2026
20 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 |
|---|---|---|---|---|---|
| 0.001 | PART-A (Bldg.) | - | - | - | - |
| 1 | 1.8
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 | 360 | P.cum | 178 | ₹64,080 |
| 2 | 3.1.6 & 3.1.2
Providing & Laying in position cement concrete i/c curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering – All work up to plinth level.:
(A) 1:4:8 (1 cement:4 course sand: 8 graded stone aggregate 40 mm nominal size). | 141 | P.cum | 3,302 | ₹4,65,582 |
| 2.01 | M15 grade Nominal Mix
1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). | 5 | P.cum | 4,624 | ₹23,120 |
| 3 | 6.1.6/B-6
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). | 305 | P.cum | 2,838 | ₹8,65,590 |
| 4 | 4.5
Providing and laying in position Ready mix concrete manufactured in fully automatic Batching Plant and transported to site in transit mixer for having continous agitated mixer, manufactured as per approved mix design of specified grade of RCC work including pumping of R.M.C. from transit mixer to site of laying , exculding the cost of centering, shuttering and reinforcement with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge. All works upto floor V floor M20 grade Design Mix by using cement as per codal provision. | 156 | P.cum | 6,089 | ₹9,49,884 |
| 5 | 4.9
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. | 167 | P.sqm | 157 | ₹26,219 |
| 6 | 4.10.1
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 :
(A) Walls (any thickness) including attached pilasters, buttresses plinth and string course. | 28 | P.sqm | 289 | ₹8,092 |
| 6.01 | (B) Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chhajjas, lintel, beam, plinth beam etc. (4.10.2) | 530 | P.sqm | 340 | ₹1,80,200 |
| 6.02 | (C) Columns, pillars, posts and struts etc. (4.10.3) | 110 | P.sqm | 375 | ₹41,250 |
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