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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹97.8 LAdmitted-Finance | -11.11% | ₹97.8 L | L1 | Admitted-Finance |
| 2 | L2₹99.1 LAdmitted-Finance | -9.88% | ₹99.1 L | L2 | Admitted-Finance |
| 3 | L3₹1.0 CrAdmitted-Finance | -5.99% | ₹1.0 Cr | L3 | Admitted-Finance |
| 4 | L4₹1.1 CrAdmitted-Finance | +1.77% | ₹1.1 Cr | L4 | Admitted-Finance |
Tender Value
₹1.1 Cr
EMD Value
₹2.2 L
Closing Date
31 Mar 2026, 11:00 amClosed
EXECUTIVE ENGINEER BDA BIKANER
BDA CAMPUS BIKANER
E-NIT-61-III-2025-26 WORK NO 04
2026_UITBK_548010_4
E-NIT-61-III-2025-26
Open Tender
Civil Works
Percentage
120 days
BIKANER
E-NIT-61-III-2025-26 WORK NO 04
2 documents required · 2 mandatory
₹2,000
SECRETARY BDA BIKANER
₹2.2 L
Yes
10 Apr 2026
23 Mar 2026
31 Mar 2026
23 Mar 2026
31 Mar 2026
23 Mar 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 |
|---|---|---|---|---|---|
| 1Providing laying spreading and compacting specified graded sand,gravel (crushedstone) as per Table 400-1, 400-2 or any other course material as per design mix, as per CBR insub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spread ingin uniform layers with motor graderF. Eloaderona prepared base andc ompacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery,lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanical means For Grading I Material | |||||
| 2Water Bound Macadam Sub-base/base with Stone Screening (1) WBM Grading 1 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 roller80-100 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 | |||||
| 3Providing 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 - 1.0kg/sqm using mechanical means as per MoRTH Specification Clause 502 | |||||
| 4providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rateof 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per MoRTH Specification Clause 503 | |||||
| 5Bituminous Macadam Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500-7premixed with bituminous binder,transported to site with all leads laid over a previously prepared surface withpaver finisher to the required grade, level and alignment and rolled toachieve the desired compaction as per MoRTH Specification Clause 504 Bitumen (VG-30) | |||||
| 6Providing and laying bituminous concretewith 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hourusing crushed aggregates of specified grading,premixed with bituminous binder [email protected]&5.4 percent of mix and filler, transporting the hot mix to work site, laying with ahydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth heeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH Specifications Clause 507 complete in all respects for for Grading-II(13 mm nominal size) Bitumen CRMB 60 | |||||
| 7Marking 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 as pecial applicator machine complete with labour material and traffic diversion arrangements. | |||||
| 8Earth 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 | |||||
| 9Providing 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. 1:4:8(1cement:4coarse sand: 8 graded stone aggregate 40 mm nominal size). | |||||
| 10Providing and laying of paver block as per IS 15658 : 2006 (Indian standard for precast concrete block for pavingspecification) and IRC : SP:63-2004 (guidelines for the use of interlocking concrete block pavement) M-30, 60 mm thick to be used in non traffic areas like building premises, monument premises, land scapes, public gardens/ park, domestic drives, paths and patios, Embankment slopes, sand stabilization Area etc.( As per table 1 of IS 15658:2006 Category A Denated units to key into each other on four faces zigzag shape as per IRC SP 63:2004 | |||||
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