Loading…
Loading…
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹36.6 LAdmitted-Finance B 5 TULSI DAS KI BAGICHI JANTA COLONY JAIPUR RAJASTHAN 302004 | JAIPUR | RAJASTHAN | 302004 | -40.88% | ₹36.6 L | L1 | Admitted-Finance |
| 2 | L2₹38.1 LAdmitted-Finance | -38.51% | ₹38.1 L | L2 | Admitted-Finance |
| 3 | L3₹38.6 LAdmitted-Finance | -37.56% | ₹38.6 L | L3 | Admitted-Finance |
| 4 | L4₹38.8 LAdmitted-Finance | -37.25% | ₹38.8 L | L4 | Admitted-Finance |
| 5 | L5₹40.0 LAdmitted-Finance | -35.36% | ₹40.0 L | L5 | Admitted-Finance |
Tender Value
₹61.9 L
EMD Value
₹1.2 L
Closing Date
15 Apr 2026, 6:00 pmClosed
Unit Head
RIICO KISHANGARH
Providing and fixing of interlocking tiles at industrial area Roopangarh, amounting to Rs.61.89 lakhs
2026_RIICO_549968_1
2026-27/KISHANGARH/01
Open Tender
Civil Works
90 days
Kishangarh
please refer tender documents
5 documents required · 5 mandatory
₹2,360
Through SSO ID of Contractor
₹1.2 L
20 Apr 2026
3 Apr 2026
16 Apr 2026
3 Apr 2026
15 Apr 2026
3 Apr 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 |
|---|---|---|---|---|---|---|
| 1 | 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 | Cum | - | - | BI01010001010000000000000515BI0100001113 |
| 2 | Granular Sub-Base with Close Graded Material (Table:- 400-1), Plant Mix Method
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 subbase course including premixng 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.
For Grading-I Material | - | Cum | - | - | BI01010001010000000000000515BI0100001114 |
| 3 | Wet Mix Macadam, Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400-12 & 400-13 and MoRTH Specification Clause 406., By Mechanical Means with all lead | - | Cum | - | - | BI01010001010000000000000515BI0100001115 |
| 4 | Providing 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 mediu, Category ‘B’ Denated only two side like I,Z,T shape etc. as per IRC SP 63:2004 | - | Sqm | - | - | BI01010001010000000000000515BI0100001116 |
| 5 | Carriage, Earth, Sand, Lime, Morrum manure or sludge For 1 Km. | 1 | Cum | - | - | BI01010001010000000000000515BI0100001117 |
| 6 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement : 3 coarse sand ) including making joints with without grooves (thickness of joints except at sharp curve shall not to more than 5mm) including making drainage opening wherever required complete including painting etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineerin- charge). | 1 | Cum | - | - | BI01010001010000000000000515BI0100001118 |
stage.html
html • 0.04 MB
technical_980376.pdf
techsummary_980376.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 1.05 MB
TDroopangarh.pdf
Tender Documents • 0.19 MB
BOQ_980376.xls
BOQ • 0.28 MB
Download all tender documents and submit your bid