Construction of Sports Stadium at Hindaun City
PWD - CE AND AS · Hindaun City, Rajasthan · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹1.7Cr
- EMD: ₹3.4L
- Published: 06 Nov 2026
- Closing date: 19 Nov 2026
- Status: open
- Status as of: 08 Nov 2026 00:51 UTC
- Ministry: Government of Rajasthan
- Department: Public Works Department
- Office: Executive Engineer, PWD Division Hindaun
Description
Construction of a sports stadium at Hindaun City, including athletic track, basketball court and associated civil, structural and site works. Estimated cost is Rs. 167.59 lakh including GST; completion period is 6 months.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
- Documents required: Rate Analysis
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Commercial terms
- Bid type: Percentage
- Make in India (MII): No
- MSE preference: No
Line items (306)
- 2 — Qty: 3 4
- CINDER ATHLETIC TRACK 200 M 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: 5500 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: 550 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: 5500 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: 995.94 cum
- Supplying and Filling in plinth with blown sand under floors including watering ramming consolidating and dressing complete including cost of sand. Good soil of earth — Qty: 798.1875 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
- 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 III Material — Qty: 738 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 — Qty: 165.99 cum
- 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 — Qty: 165.99 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: 331.98 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: 331.98 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: 440 Rmt
- BASKET BALL COURT Surface dressing of the ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish lead upto 50mtr. and lift upto 1.5Mtr. — Qty: 1000 sqm
- Carriage of Material: Earth, Sand, Lime, Morrum manure or sludge — Qty: 100 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: 1000 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: 337.5 cum
- Filling in plinth with river sand under floors including watering ramming consolidating and dressing complete including cost of sand. — Qty: 96.9 cum
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