Essential Civil/Modification work to upgrade RUHS into Rajasthan Institute of Medical Sciences (RIMS) at Pratap Nagar, Jaipur

RSRDC Ltd. · Jaipur, Rajasthan · Civil Works & Infrastructure · open

Key facts

Tender value: ₹60.5L
EMD: ₹1.2L
Published: 13 Oct 2026
Closing date: 22 Oct 2026
Status: open
Status as of: 22 Oct 2026 03:55 UTC
Department: Rajasthan State Road Development & Construction Corporation Ltd.
Office: Unit-III, Jaipur

Description

Civil and modification works to upgrade RUHS into Rajasthan Institute of Medical Sciences at Pratap Nagar, Jaipur. Estimated cost is Rs. 60.50 lakh. The BOQ rates are based on PWD Unified BSR 2026, excluding GST. EMD and tender fee are payable by NEFT/RTGS/IMPS or other money transfer system.

Eligibility & requirements

Past performance: 50%
Startup relaxation: No
MSE relaxation: No
Documents required: GST registration, Declaration regarding bidder qualifications, Declaration of compliance with the Code of Integrity and No Conflict of Interest, Proof of completion of at least one single civil nature work in the last 5 years equal to 50% of the estimated cost

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Commercial terms

Bid type: Percentage
Make in India (MII): No
MSE preference: No

Line items (45)

Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar. — Qty: 105 P.Cum
Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge In cement mortar. — Qty: 84 P.Cum
Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. — Qty: 25 P.Cum
Carriage of Building Rubbish Stone metal (Grit and ballast etc.) including loading, unloading complete with all lead — Qty: 205 P.Cum
Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5 m , disposed earth to be levelled and neatly dressed: All kinds of soil — Qty: 64 P.Cum
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 8-10 tonne capacity and dressing up in embankments for roads, flood banks marginal banks, and guide banks etc. lead up to 50 Mtr. and lift up to 1.5 Mtr. All kinds of soils — Qty: 60 P.Cum
Demolishing 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. — Qty: 25 P.Cum
Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50metres lead as per direction of Engineer-in-charge : bituminous road (average thickness 300 mm) — Qty: 150 P.Sqm
Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50metres lead. — Qty: 3000 P.Kg
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). — Qty: 15 P.Cum
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. M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). — Qty: 209 P.Cum
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-35,60mm thick to be used in light traffic (Light traffic is defined as a daily traffic up to 150 commercial vehicles exceeding 30 KN laden weight, or an equivalent up to 0.5 million standard axles (MSA) for a design life of 20 years (A standard axle is defined as a single axle load of 81.6 KN) like pedestrian plazas, shopping complexes ramps, car parks, office driveways , housing colonies, office complexes, rural roads with low volume traffic, farm houses , beach sites, tourist resorts, local authority footways, residential roads, etc. Category A Denated units to key into each other on four faces zigzag shape as per IRC SP 63:2004 — Qty: 2040 P.Sqm
Random rubble dry stone Kharanja under floor. — Qty: 360 P.Cum
Surface 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 — Qty: 1790 P.Sqm
Dismantling doors, windows and clearstory windows steel or wood shutter including chowkhats and holdfasts etc. complete and stacking within 50 meters lead: Of area 3 square meter and below. — Qty: 4 Each
Demolishing mud phuska/ Lime dhar/ Kharanja in terracing and disposal of unserviceable material within 50 meters lead. — Qty: 4 P.Cum
Dismantling tile work in floors and roofs laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 meter lead: For thickness of tiles 25mm to 40mm. — Qty: 18 P.Sqm
Supply and installation of Multi Rib Proofing/cladding Sheet Manufacture out of 0.50mm TCT (Total Coated Thickness) high tensile Zinc aluminum alloy coated galvaiumeseel (as per 150gsm zinc aluminum coated 550Mpa tuekd strength) confirming to IS: 1397/astm A-792 sheet to have wide pens 30mm high NB at 250 centre and centre width of 1020mm shets be casted with regular modified plyster system on a continuous with line on centre for face and with a polyster coating respectively sheet shall have proportionality with siphoned plate at made at to prevent leakage sheet shall be fixed by more of sell drilling lift tapping hot dip zinc coated hox head fasterner of size 12x14x55mm long. The sheet shall be supplied in cost one length and foe a minimum up to 12mts with all scaffolding. — Qty: 140 P.Sqm
Brick masonry with F.P.S. bricks of class designation 75 in foundation and plinth with bricks Cement mortar 1 : 6 (1 cement : 6 coarse sand) — Qty: 24 P.Cum
Plaster on new surface on wall in cement sand mortar 1:3 including racking of joints etc. complete fine finish 20mm thick — Qty: 100 P.Sqm

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