Construction of Stadium Development Work at District Dholpur (Excluding Cost of Cement and Electric Work)
Rajasthan State Road Development & Construction Corporation Ltd. (RSRDC) · Dholpur, Rajasthan · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹3.8Cr
- EMD: ₹7.7L
- Published: 24 Oct 2026
- Closing date: 12 Nov 2026
- Status: open
- Status as of: 30 Oct 2026 05:59 UTC
- Department: Rajasthan State Road Development & Construction Corporation Ltd.
- Office: Project Director, RSRDC Ltd., Unit-Dholpur (HQ-Karauli)
Description
Construction of stadium development works in District Dholpur, excluding the cost of cement and electrical work. The estimated bid value was revised by corrigendum to Rs. 383.00 lakh. Percentage-rate works tender.
Eligibility & requirements
- Past performance: 80%
- Startup relaxation: No
- MSE relaxation: No
- Documents required: Documents defining constitution or legal status, place of registration, and principal place of business, Power of attorney of the bid signatory, Statement of total monetary value of construction work performed for each of the last five years, Details and evidence of similar works completed in the last five years, including works underway or contractually committed and client references, Details of major construction equipment proposed, Qualifications and experience of key site management and technical personnel, Profit and loss statements and auditor's reports for the past five years, Authority to seek references from the bidder's bankers, Information regarding current or recent litigation, Subcontracting proposals for components exceeding 10 per cent of the bid price, with subcontractor qualifications and experience, Construction planning and methodology with layout, drawings, calculations, equipment details, and cycle times, Joint venture agreement or letter of intent, if applicable
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Commercial terms
- Bid type: Percentage
- Evaluation: Lowest evaluated bid
- Make in India (MII): No
- MSE preference: No
Line items (380)
- Part-"A"-BSR ITEMS (CIVIL WORK) — Qty: 0.0001 sqm
- 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: 18000 sqm
- Carriage of Earth, Sand, Lime, Morrum, Manure or Sludge etc. including loading and unloading complete with a lead of up to 1 Km — Qty: 1800 cum
- Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. — Qty: 18000 sqm
- 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 sum 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. — Qty: 1297.74 cum
- Supply & stacking good earth at site complete including loading unloading & transportation etc Good soil of earth — Qty: 3610.979 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. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). — Qty: 10.8 cum
- R.C.C. NON PRESSURE PIPES : Providing, Laying & Jointing R.C.C. class NP-2 Non-Pressure pipes (IS : 458mark) of approved make with collars, jointed with C.M. 1:2 or having Spigot and socket ends with flexible rubber rings joint including testing of joints 200mm dia Internal. — Qty: 192 Mtr
- Construction of Embankment with Material Obtained from Borrow Pits. Construction 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 1000 m as per MoRTH Specification Clause 305.3 — Qty: 483.75 cum
- By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRTH Specification Clause 401. For Grading I Material — Qty: 648.87 cum
- Water Bound Macadam Sub-base/base with Stone Screening WBM Grading 1 Stone screening type 'B' Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening & binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 1 as per MoRTH Specification Clause 404. Using Crusher Broken Aggregate By Mechanical Means — Qty: 324.435 cum
- WBM Grading 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per MoRTH Specification Clause 404. using Crusher borken aggregate By Mechanical Means — Qty: 324.435 cum
- Providing and laying crueshed clay bricks in minimum thickness of 15cm it should be leveled well watered and compacted by roller.as directed by engineer in charge — Qty: 648.87 Cum
- Top layer (wearing course or surface course) materials to be used as aggregate are coal cinders (half burnt only)/ crushed bricks/ red bajri / bricks dust/ dependent on their availabilty at site as directed by EIC . Black cotton soil/Powdered clay mixed with good earth is used as binding material. The maximum size of particales in the wearining course should be less than 4mm . A general ratio of 3 parts of aggregate(size of particales 1mm to 4mm ) and 1 part of Binding Material should be used. Mixed and compacted by mechincal machines. Laying should be 1 in 1000 in logitudinal and 1 in 100 in cross direction as decided by engineer in charge — Qty: 648.87 Cum
- Laying of brick lining in outer and inner edge of athletic track and whitening with approved quality as directed by engineer in charge — Qty: 860 Rmt
- 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.: (Selected area) All kinds of soil p 100 sqm — Qty: 89.91 Sqm
- Carriage of Earth, Sand, Lime, Morrum, Manure or Sludge etc. including loading and unloading complete with a lead of up to 1 Km — Qty: 1317.2546 Sqm
- 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 sum 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: 3543.75 Sqm
- Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth , consolidating each deposited layer by ramming and watering including lead upto 50Mtr. and lift upto 1.5Mtr. — Qty: 708.75 Cum
- Supply & Stacking good earth at site complete including loading unloading and transportation etc. Good Soil o Earth — Qty: 2362.5 Cum
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