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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹26.5 LAdmitted-Finance 208 L MODEL TOWN LUDHIANA | LUDHIANA | LUDHIANA | PUNJAB | -42.91% | ₹26.5 L | L1 | Admitted-Finance |
| 2 | L2₹27.0 LAdmitted-Finance | -41.93% | ₹27.0 L | L2 | Admitted-Finance |
| 3 | L3₹27.4 LAdmitted-Finance | -40.99% | ₹27.4 L | L3 | Admitted-Finance |
| 4 | L4₹28.9 LAdmitted-Finance | -37.81% | ₹28.9 L | L4 | Admitted-Finance |
| 5 | L5₹29.2 LAdmitted-Finance | -37.11% | ₹29.2 L | L5 | Admitted-Finance |
Tender Value
₹48.5 L
EMD Value
₹97,100
Closing Date
31 Mar 2026, 11:00 amClosed
EXECUTIVE ENGINEER BDA BIKANER
BDA CAMPUS BIKANER
E-NIT-61-III-2025-26 WORK NO 03
2026_UITBK_548010_3
E-NIT-61-III-2025-26
Open Tender
Civil Works
Percentage
90 days
BIKANER
E-NIT-61-III-2025-26 WORK NO 03
2 documents required · 2 mandatory
₹1,000
SECRETARY BDA BIKANER
₹97,100
Yes
7 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 |
|---|---|---|---|---|---|
| 1Demolishing 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. | |||||
| 2Excavation 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 | |||||
| 3Earth 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 | |||||
| 4Carriage of Earth sand line Murom with all leads | |||||
| 5Providing 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 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size). | |||||
| 6Providing 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 20 mm nominal size). | |||||
| 7Providing and laying of paver block as per IS 15658 : 2006 (Indian standard for precast concrete block for paving- specification) and IRC : SP:63-2004 (guidelines for the use of interlocking concrete block pavement) M-40, 80mm thick to be used in medium- traffic ( Medium traffic is defined as a daily traffic of 150-450 commercial vehicles exceeding 30 KN laden weight, or an equivalent of 0.5 to 2.0 MSA for a design life of 20 years.) like city streets, small and medium market roads, low volume roads, utility cuts on arterial roads, etc Category A Denated units to key into each other on four faces zigzag shape as per IRC SP 63:2004 | |||||
| 8Add extra over rates of item No. 11.38, A to C if colored paver blocks are used (1089X 20%) | |||||
| 9Brick work with F.P.S. bricks of class designation 100 in foundation and plinth in: Cement Mortar 1:6 (1-Cement :6-coarse sand). | |||||
| 10Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish : 20mm thick . | |||||
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