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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹7.9 LAdmitted-Finance | -16.55% | ₹7.9 L | L1 | Admitted-Finance |
| 2 | L2₹8.0 LAdmitted-Finance | -15.99% | ₹8.0 L | L2 | Admitted-Finance |
| 3 | L3₹8.0 LAdmitted-Finance | -15.01% | ₹8.0 L | L3 | Admitted-Finance |
| 4 | L4₹8.2 LAdmitted-Finance | -13.00% | ₹8.2 L | L4 | Admitted-Finance |
| 5 | L5₹8.7 LAdmitted-Finance | -7.77% | ₹8.7 L | L5 | Admitted-Finance |
Tender Value
₹9.4 L
EMD Value
₹18,880
Closing Date
2 Feb 2026, 6:00 pmClosed
EXECUTIVE ENGINEER UIT BHILWARA
EXECUTIVE ENGINEER UIT BHILWARA
RAISING OF NALA WALL AT KRISHNA HOSPITAL ROAD R C VYAS SCHEME
2026_UITBH_530089_4
NIT-47/2025-26 UIT BHILWARA
Open Tender
Civil Works
120 days
BHILWARA
Please refer Tender documents.
4 documents required · 4 mandatory
₹500
Secretary UIT, Bhilwara/MD RISL Jaipur
₹18,880
Yes
5 Feb 2026
21 Jan 2026
3 Feb 2026
22 Jan 2026
2 Feb 2026
22 Jan 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
Providing and laying mechanically mixed and vibrated Cement Concrete in foundation upto a depth of 1.5 metres below ground level and 1.50 metres above Ground/Bed level as per MoRTH Specification : Clause 1000 & 1700 P.C.C. 1:4:8 mix with crushed stone aggregate 20 mm nominal size.
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.
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 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)
Providing and fixing of reinforced ferro-cement drain cover designed for class "AA" loading duly marked on cover with adequate steel reinforce- ment having thickness 75mm to 150 mm, anti-corrosive bitumen painted M.S. plate, rim and on M.S. lifting hooks, admixture like plastisizer bond-improving compound, shrinkage resistant compound, abrasion resistant complete as per approved design etc.1500 x 600 x125
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
Construction of un-reinforced without dowel bar plain cement concrete pavement over a prepared sub-base with 43 grade cement, coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrance, sealant primer, joint sealant, debonding strip, admixtures as approved, curing compound, finishing to lines and grades as per drawing complete as per MoRTH specification clause 602. Using Cement Concrete M-20 Pavement Grade
Providing, laying & fixing in position RCC spun or hume pipes ISI marked with proper jointing in required slope packed in the gasket of hume or spun yarn and neatly finished with rich grout of cement moratar 1:3 or having flexible rubber ring joint made with prefectly air and water tight including testing of joints as per MoRTH Specfication : Clause : 1000 & 2900 NP - 3 1000 mm dia
Providing stone slab covering over drains including filling of joints in cement sand mortar 1:3 with 35mm thick cement concrete flooring 1:2:4 mix complete with good finish with : Stone slab 100 to 150 mm thick average
P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2.) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant. 110 mm dia
Dismantling upto 1.5m in foundation and/or 1.5m above ground level including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material, and stacking serviceable material within a lead of 1000m. [MoRTH Specification clause 202] Lime concrete, cement concrete or lean mix concrete.
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