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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹15.9 LAdmitted-Finance | -18.56% | ₹15.9 L | L1 | Admitted-Finance |
| 2 | L2₹16.4 LAdmitted-Finance | -15.96% | ₹16.4 L | L2 | Admitted-Finance |
| 3 | L3₹16.6 LAdmitted-Finance | -14.99% | ₹16.6 L | L3 | Admitted-Finance |
| 4 | L4₹17.6 LAdmitted-Finance | -10.00% | ₹17.6 L | L4 | Admitted-Finance |
| 5 | L5₹18.1 LAdmitted-Finance | -7.26% | ₹18.1 L | L5 | Admitted-Finance |
Tender Value
₹19.5 L
EMD Value
₹39,000
Closing Date
29 Mar 2026, 6:00 pmClosed
EE PWD DIV. JHALAWAR
EE PWD DIV. JHALAWAR
Construction work of basketball court in Government Higher Secondary School Sunel
2026_CEPWD_548945_1
EE PWD DIV. JHALAWAR NITNO-26/2025-26
Open Tender
Civil Works
30 days
JHALAWAR
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
500 EE PWD DIV. JHALAWAR
₹39,000
Yes
30 Mar 2026
28 Mar 2026
30 Mar 2026
28 Mar 2026
29 Mar 2026
28 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 | Item Code |
|---|---|---|---|---|---|---|
| 1Surface dressing of the ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish lead up to 50 Mtr. and lift up to 1.5 Mtr. : All kinds of soil | ||||||
| 2Construction 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 50 m as per MoRTH Specification Clause 305.3 | ||||||
| 3Carriage of material from quarry / crusher to work site including loading, unloading and stacking all complete. Earth, Sand, Lime, Morrum manure or sludge For 1 Km. | ||||||
| 4 | Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting 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. | 1 | P.Cum | - | - | BI01010001010000000000000515BI0100001113 |
| 5Providing and laying M30 grade controlled cement concrete pavements including mixing and vibrations concrete with necessary needle vibrators and surface with screed board vibrating complete in all respect with 20/25 mm stone aggregate (crusher broken) including anti-skid textured finish to required camber/ super elevation and grade including curing etc. as per specification with cement concrete M-30 grade including cost of Steel frame work for sides of C.C. pavement consisting of M. S. channels flats and angles with required steel pegs ( some of them may left embedded in concrete/ including providing frame work) | ||||||
| 6Extra for vacuum processed concrete including cost of equipments labour etc. | ||||||
| 7Cutting of construction joint/ longitudinal joint 4 to 6 mm. wide using mechanical concrete cutter including cost of diamond bit cutting wheel and filling of bitumen sealing compound in groove including cost of sealing compound. 50 mm depth | ||||||
| 8 | 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 | 1 | P.Cum | - | - | BI01010001010000000000000515BI0100001113 |
| 9 | 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. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40
mm nominal size). | 1 | P.Cum | - | - | BI01010001010000000000000515BI0100001113 |
| 10Random 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). | ||||||
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