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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹36.0 LAdmitted-Finance | -22.22% | ₹36.0 L | L1 | Admitted-Finance |
| 2 | L2₹38.3 LAdmitted-Finance | -17.40% | ₹38.3 L | L2 | Admitted-Finance |
| 3 | L3₹38.6 LAdmitted-Finance | -16.65% | ₹38.6 L | L3 | Admitted-Finance |
Tender Value
₹46.3 L
EMD Value
₹92,680
Closing Date
12 Jan 2026, 6:00 pmClosed
EXECUTIVE ENGINEER UIT BHILWARA
EXECUTIVE ENGINEER UIT BHILWARA
CONST. and DEVELOPMENT OF PARK IN FRONT OF PATEL NAGAR SECTOR - 4 - G-1 ( NEAR UNDER CONSTRUCTION SKATEING TRACK BHILWARA)
2025_UITBH_524341_10
NIT-45/2025-26 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
₹92,680
Yes
21 Jan 2026
1 Jan 2026
13 Jan 2026
1 Jan 2026
12 Jan 2026
1 Jan 2026
PART-A ( CIVIL WORK) 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 in position cement concrete including curing compaction etc. of specified grade excluding the cost of centering and shuttering =All up to plinth level 1:4:8 (1Cement :4 Course Sand :8 Graded stone aggregate 40 mm nominal size
P & F precast cement concrete M-15 grade kerb over 20 mm thick base of cement mortar 1 : 6 including jointing with cement mortar 1:4 and painting with enamel paint complete as per MoRTH specification clause:1000 & 1700. (Size 30Cmx30 CM x 15 CM)
Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10mm and down gauge) including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design :
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 _____do___________ with lead 500mtr to 1000 mtr
SUPPLY & CARRIAGE OF MATERIALS Earth, sand, gravel, u/s kankar, lime, flyash, morrum, manure or sludge.Add for each 1 Km beyond 1St Km(Up to 10 Km)
Providing and laying in position cement concrete including curing compaction etc. of specified grade excluding the cost of centering and shuttering =All up to plinth level 1:4:8 (1Cement :4 Course Sand :8 Graded stone aggregate 40 mm nominal size
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work
Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade including all scaffolding: Two or more coats on new work including prepartion of base with primer, putty, lippy etc complete in all respect.
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
Supply and Spreading and Consolidation of ' Laterite Rock mineral of approved quary (including all lift and Lead ) work should be Complite as per Direction of Engineer in Charge.
Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish :20mm thick .
Repair to stone masonary in cement sand mortar 1:6 with old and new stone.
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).
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).
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. M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size).
PART-B ( HORTICULTURE WORKS ) Supply & Stacking good soil of earth at site complete including loading unloading & Transportation etc.Good soil of earth
Supply of dry manure including loading unloading,transportation & stacking at site.Compost
Spreading of manure , good earth in required thickness (cost of manure and good earth to be separately )
Digging pits in ordinary soil and refilling the same with the excavated earth mixed with manure in the ratio of 2:1 by volume ( 2parts of stacked volume of earth after reduction by 20% 1 part of stacked volume of manure after reduction by 8%) flooding wit
Supply of different varities of tree/shrubs/climbers according to height and age of the plant at side including loading/unloading & transportation etc.complete Different flowering plants 900mm to1500mm
PART-C ( WATER SUPPLY WORKS ) Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes (IS 15778 : 2007 code) having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings, this included jointing of pipes & fittings with one step CPVC solvent cement , trenching refilling & testing of joints complete as per direction of Engineer in Charge. (External work).32mm nominal size
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes (IS 15778 : 2007 code) having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings, this included jointing of pipes & fittings with one step CPVC solvent cement , trenching refilling & testing of joints complete as per direction of Engineer in Charge. (External work).25mm nominal size
P & F Full-way Valve (IS:778 Mark) or wheel valve of approved make :(-do-) 50mm nominal bore.
P & F Full-way Valve (IS:778 Mark) or wheel valve of approved make :(-do-) 20mm nominal bore.
Construction of Tube-well upto 100 Meter depth and above in all type of rocks by DTH system and over burden, to accommodate casing pipe of following sizes in all types of soils and over burden including lowering of casing pipes, but excluding cost of casing pipes as per IS : 2800 (Part I & II) 1979 specifications. The work would be completed after obtaining sand free water. The tube well should have a throughout bore as per nominal dia of casing pipe:150mm-do-
Supply of ERW M.S. black casing pipe ISI marked (IS:4270/1992) of grade Fe410 of following sizes at site of work.150 mm Nominal bore of pipe
S & F tube well cover of M.S.sheet (6mm thick) with nuts and bolts complete for casing size:150mm dia
S & F M.S. clamp, set of 50 ×6mm flat iron with nuts and bolts etc. for holding the riser pipe assembly of submersible pump set.
Installation of submersible motor pump set in Tube-well/open well complete ( labour charges only) including transportation of tripod, chain pulley block & any other material required for lowering purpose.
Providing & Fixing of HDPE pipe Confirming to IS:4984:2021 for water supply suitable for submersible & jet pump with required fittings ie socket, elbows, tee etc. complete in all respect. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR . 50 mm OD 6 kg / cm2
P/Laying ISI marked P.V.C. insulated submersible cable confirming to(IS:694) and as per IS 8130 : 2013 of 1.1 kV grade . Wire should be made from 99.90 % purity copper, stranding in acc. to IS:8130/IEC 60228 for lower watt loss , oxygen free for less chances of oxidization, insulation PVC type A/C/D , flame retardant as per IS 10810-53, better amperage rating as per IS:3961 part 5, existing pipe / open trench / Cable tray / on surface including making connection etc. as required. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR4.0 Sq.mm 3 core flat / Round
Providing & Laying of Polypropylene rope Confirming to IS:5175 for submersible pump of following sizes. complete in all respect. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR . 12mm (suitable up to 50 mm OD pipe)
SITC of Radial / mixed flow ISI marked water and anti-corrosive liquid filled submersible motor pump sets suitable for 100/150mm dia borewell. The size of adopter fixed on top of the motor should exceed the top of coupler , for safegaurd the coupler. The construction material of motor and pump should match IS: 8034 : 2018 and IS: 9283 guideline. The radial flow pumpset should operate at 5 star energy efficiency level of BEE and mixed flow pump set should operate at 3 star energy level of BEE, accompained by valid BEE certificate. Motor should be IE2 class as per IEC 60034-2-1: 2007, IEC 60034-30: 2008, & IS12615:2011 with required accessories including making connection suitable for Bore well. The job includes labour part of lowering of riser pipe G.I./ H.D.P.E. with rope, cables & pump, installation of complete fitting and accessories, jointing of electrical cables up to Starter. All labour for testing of submersible pumps set and supply of water to water mains, complete in all respect. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test certificate before execution. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR . 100 mm diameter Submersible pump shall have following HP Rating, phase, Head range, Discharge range respectively. 3.0 HP, 1-Ø, (40 -170)Mtr, (60- 20) LPM Copper Wound
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