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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹9.2 CrAdmitted-Finance | -16.56% | ₹9.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹9.8 CrAdmitted-Finance AA CLASS RUDRA COMPLEX 100 FEET ROAD SRIGANGANAGAR RAJASTHAN | SRIGANGANAGAR | SRIGANGANAGAR | RAJASTHAN | -11.27% | ₹9.8 Cr | L2 | Admitted-Finance |
| 3 | L3₹9.9 CrAdmitted-Finance 1 513 VIDHYADHAR NAGAR JAIPUR 302039 RAJASTHAN | JAIPUR | RAJASTHAN | 302039 | -10.50% | ₹9.9 Cr | L3 | Admitted-Finance |
| 4 | L4₹10.4 CrAdmitted-Finance | -5.40% | ₹10.4 Cr | L4 | Admitted-Finance |
Tender Value
₹11.0 Cr
EMD Value
₹22.0 L
Closing Date
8 Apr 2026, 6:00 pmClosed
GM RSRDC LTD JAIPUR
GM RSRDC LTD SETU BHAWAN, JHALANA DOONGARI, JAIPUR
Construction of Iternal Road and External Development works (Parking Horticulture and Landscaping etc.) Mini Scretariat, Sriganganagar
2026_RSRDC_549099_1
RSRDCC NIT 796/2025-26 Dated 27.03.2026
Open Tender
Civil Works - Buildings
180 days
Scretariat, Sriganganagar
PLEASE REFER TENDER DOCUMENTS
2 documents required · 2 mandatory
₹11,800
PD RSRDC UNIT SRIGANGANAGAR THROUGH NEFT/RTGS/IMPS
₹22.0 L
PD RSRDC UNIT SRIGANGANAGAR
16 Apr 2026
30 Mar 2026
9 Apr 2026
30 Mar 2026
8 Apr 2026
1 Apr 2026
6 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 |
|---|---|---|---|---|---|
| 1 | Roads , Parking & Pathway Works | 0 | Each | - | - |
| 2Carriage of Materials: Earth, Sand, Lime, Morrum manure or sludge and Building Rubbish Stone metal (Grit and ballast etc.) For 5 Km. | |||||
| 3Earth work in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods watering, rolling each layer with 1/2 tonne roller, or stone or steel rammers and rolling every 3rd and top- most layer with power roller of minimum 8-10 tonne capacity and dressing up in embankment for roads, flood banks marginal banks and guide banks or filling up ground depressions, lead up to 50 Mtr. and lift up to 1.5 Mtr.: All kinds of soil | |||||
| 4Earth 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 | |||||
| 5 | Construction of Embankment with Material Obtained from Borrow Pits | 0 | Each | - | - |
| 6Construction 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 | |||||
| 7 | Granular Sub-Base with Close Graded Material (Table:- 400-1 | 0 | Each | - | - |
| 8 | Plant Mix Method | 0 | Each | - | - |
| 9Providing laying spreadingand compacting specifiedgraded sand, gravel (crushed stone) asper Table 400-1,400-2 or any other course material as per design mix,as per CBR in sub base course including premixing thematerial atOMC inwetmixplant, carriageofmixed 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 | |||||
| 10 | Dry Lean Cement Concrete Sub- base | 0 | Each | - | - |
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technical_978873.pdf
techsummary_978873.pdf
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Bank_details.pdf
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Engineerscost300326.pdf
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