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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹81.7 LAdmitted-Finance BARMER RAJASTHAN 344001 INDIA UDYAM RJ 05 0019238 | BARMER | RAJASTHAN | 344001 | -14.11% | ₹81.7 L | L1 | Admitted-Finance |
| 2 | L2₹93.3 LAdmitted-Finance | -1.89% | ₹93.3 L | L2 | Admitted-Finance |
| 3 | L3₹1.2 CrAdmitted-Finance | +23.99% | ₹1.2 Cr | L3 | Admitted-Finance |
| 4 | L4₹1.2 CrAdmitted-Finance 79 12 SHIPRA PATH MANSAROVER JAIPUR RAJASTHAN 302020 | JAIPUR | RAJASTHAN | 302020 | +27.50% | ₹1.2 Cr | L4 | Admitted-Finance |
| 5 | Not Admitted-Fee | - | - | - | Not Admitted-Fee Fee not received |
Updated dates
Tender Value
₹95.1 L
EMD Value
₹1.9 L
Closing Date
9 Mar 2026, 3:00 pmClosed
Chief Engineer (Civil)
O/o Chief Engineer (Civil), 712, 7th Floor, LIC Investment Building, Lalkothi Scheme, Jaipur
Construction of boundary wall around available 35 Bigha Land near Urja Nagar Township at GLPL, Barmer
2026_RRVUN_536844_1
TNC-14/2025-26
Open Tender
Civil Works
300 days
Giral
As per PQR
3 documents required · 3 mandatory
₹5,900
Rajasthan Rajya Vidhyut Utpadan Nigam
₹1.9 L
3 Jun 2026
12 Feb 2026
10 Mar 2026
12 Feb 2026
9 Mar 2026
12 Feb 2026
Surface dressing of the ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish lead up to 50 Mtr. and lift up to 1.5 Mtr. : All kinds of soil
Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in widthior 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
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. M15 grade Nominal Mix 1:4:8 (1 cement:4 coarse sand:8 graded stone aggregate 40 mm nominal size).
Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in:Cement Mortar Cement Mortar 1:6 ( 1-Cement : 6-Sand).
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):
Add extra for Random Rubble stone masonry with hard stone in: Wall upto 30cm. and less thickness.
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
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 cemernt: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
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 :Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chhajas, lintel, beam, plinth beam etc.
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.
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 12.41.1/B-12 IS:1786) Hot rolled defornmed bars (IS:1139).
Providing and fixing concertina coil fencing with required dia 610 mm (having 15 nos. round per 6 metre length) up to 3m height of wall with existing angle iron Y shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.I. stud tied with GI staples and GI clips to retain horizontal including necessary bolts or GI barbed wire tied to angle iron all complete as per direction of Engineer In Charge with reinforced barbed tape (R.B.I.)/Spring corè(2.5 mm thick) wire of high tensile Unit strength of 165 kg/sq.mm with tape (0.52 mm thick) and weight 43.478 gm/metre (Cost of MS angle, CC block shall be paid extra)
Providing and fixing steel gate, grating, and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming| coat of red oxide
Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish :25 mm thick.
Finishing wall with water proofing cement paint of approved brand and manufacture and or required shade to give an even shade including all scaffolding: New work (Two or more coats applied @ 3.84 kg/10 sqm).
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work
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