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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹32.1 LAdmitted-Finance | -35.82% | ₹32.1 L | L1 | Admitted-Finance |
| 2 | L2₹33.2 LAdmitted-Finance | -33.51% | ₹33.2 L | L2 | Admitted-Finance |
| 3 | L3₹33.5 LAdmitted-Finance 208 L MODEL TOWN LUDHIANA | LUDHIANA | PUNJAB | 141001 | -32.91% | ₹33.5 L | L3 | Admitted-Finance |
| 4 | L4₹35.3 LAdmitted-Finance | -29.29% | ₹35.3 L | L4 | Admitted-Finance |
| 5 | L5₹35.9 LAdmitted-Finance | -28.11% | ₹35.9 L | L5 | Admitted-Finance |
Tender Value
₹50.0 L
EMD Value
₹99,980
Closing Date
25 Mar 2026, 11:00 amClosed
EXECUTIVE ENGINEER BDA BIKANER
BDA CAMPUS BIKANER
E-NIT-60-I-II-II-2025-26 WORK NO 13
2026_UITBK_546487_12
E-NIT-60-I-II-III-2025-26
Open Tender
Civil Works
365 days
BIKANER
E-NIT-60-I-II-II-2025-26 WORK NO 13
2 documents required · 2 mandatory
₹1,000
SECRETARY BDA BIKANER
₹99,980
Yes
27 Apr 2026
16 Mar 2026
25 Mar 2026
16 Mar 2026
25 Mar 2026
16 Mar 2026
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge. 1: 3: 6 or richer mix.
Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per MoRTH Specification Clause 202 By Mechanical Means Bituminous Courses & Granular Courses
Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300-1 and 300-2 for subgrade construction as per MoRTH Specification Clause 305.3.4
Excavation in Cutting in Soil by manual means with lead upto 50m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5m and lead upto 50m as per MoRTH Specification Clause 301.3
Carriage of Earth sand line Murom with all leads
Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRTH Specification Clause 401. For Grading III Material
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening & binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 1 as per MoRTH Specification Clause 404 Using Crusher Broken Aggregate By Mechanical Means
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base(WBM/WMM) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MoRTH Specification Clause 502
Marking Centre Line and stop lines etc. on road as per IRC pattern with thermo plastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160" C with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements.
Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering -11 work up to plinth level. 1:4:8 (lcement :4 coarse sand : 8 graded stone aggregate 40mm nominal size).
Interlocking Concrete Block Pavement with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks (measurements shall be made inner to inner side of edge blocks) Providing and Laying of Interlocking 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 'A' : Dentated units to key into each other on all four faces Zigzag shape as per IRC:SP:63-2004
Interlocking Concrete Block Pavement with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks (measurements shall be made inner to inner side of edge blocks) Providing and Laying of Interlocking M-30 grade Concrete Block Pavements having thickness 80 mm as per drawings and as per IS 15658:2006.and all materials shall conform to MoRTH Specification Clause 602 with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks. Category 'A' : Dentated units to key into each other on all four faces Zigzag shape as per IRC:SP:63-2004
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).
Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per MoRTH specification Clause 404
Supply & fixing of M-20 grade precast cement concrete Kerb or Dand upto 60 cm length over 20 mm thick base of cement mortar 1:6 including jointing earth work, pointing & jointing with cement mortar 1:4 of size (22.5 x 25) x 30 cm2
Brick masonry with F.P.S. bricks of class designation 75 in foundation and plinth with bricks Cement mortar 1 : 6 (1 cement : 6 coarse sand)
Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in : Cement mortar 1 : 6 (1 cement : 4 coarse sand)
Supplying and fixing stone lintels/bed plates of approved quarry rough dressed in cement mortar 1:4 : Upto 15 cm. thick.
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
Raising precast circular manhole cover and frame by taking out existing precast frame and cover, providing and fixing precast SFRC circular spacer of required height, re-fixing existing manhole cover frame and cover with cement sand mortar (1:3), including making good the damage, complete as directed by Engineer.
Providing and fixing of reinforced Ferro-Cement drain covers designed for 'A' class loading duly marked on cover with adequate steel reinforcement having thickness 75mm to 150mm anti corrosive bitumen painted M.S. plate, Rim and M.S. lifting hooks, Admixtures like plasticizer, bond improving compound, shrinkage, resistance compound, abrasion resistant complete as per approved design etc.Standard Size 1000x800mm (100mm thick) for span 451 to 700mm
Standard Size 1500x600mm (125mm thick) for span 701 to 1200mm
Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade including all scaffolding: New work (two or more coats) over and including scrapping and priming coat with cement primer.
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
Providing and fixing PVC Bump Speed Breakers size 350 mm x 250 mm x 50 mm fitted with key hooks complete with labour material and traffic diversion arrangements.
Providing & laying Chequered terrazzo tiles of approved make 22mm thick with marble chips of size upto 6mm, in floors, jointed with neat cement slurry mixed wit pigment to match the shade of tiles including rubbing and polishing complete in all respect as per specification, on 28mm thick bed of C.M. 1:4 : Light shade using shade cement.
Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish : 20mm thick .
Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre-mix carpet and seal coat type B as per MoRTH specification Clause 3004.2
Clearingandgrubbingroadlandincludinguprootingwildvegetation,grass,bushes,shrubs,saplingsandtreesofgirthupto300mm,removalofstumpsofsuchtreescutearlieranddisposalofunserviceablematerialsandstackingofserviceablematerialtobeusedorauctioned,uptoaleadof1000mincludingremovalanddisposaloftoporganicsoilnotexceeding150mmin thickness as per MoRTH Specification Clause 201.By Mechanical Means In area of non-thorny jungle
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