Construction work of storm water drain Tijara.
Municipal Council Tijara · Tijara, Rajasthan · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹5.0Cr
- EMD: ₹10.0L
- Published: 27 Oct 2026
- Closing date: 16 Nov 2026
- Status: open
- Status as of: 01 Nov 2026 13:34 UTC
- Department: Department of Local Bodies
- Office: Dy.DR-Jaipur; EO- PAOTA PRAGPURA
Description
Construction of storm water drains of 1-meter and 2-meter widths, including excavation, concrete and masonry works, drain covers, reinforcement, RCC pipes, culvert sections, and road repairs in Tijara, Rajasthan.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
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Commercial terms
- Bid type: Percentage
- Make in India (MII): No
- MSE preference: No
Line items (38)
- Earth work for Sewer line and Manhole in excavation in foundation, trenches manholes, road side chambers etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level including allowances for any additional excavation beyond the drawings (measurement for payment to be as per standard drawings), re-handling of material/earth to complete the task. 17.1.1 In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil,kankar, etc. 17.1.1.1 Depth upto 1.5m — Qty: 1500 Cum
- Providing and laying lean cement concrete 1:4:8 in Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in concrete mixer, laid manually, compacted with surface vibrator, finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion — Qty: 225 Cum
- bottoms — Qty: 225 cum
- Wall — Qty: 405 cum
- Foundations, footings, bases of columns, etc. for mass concrete. — Qty: 450 sqm
- Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. — Qty: 4500 sqm
- Suspended floors, roofs, landings, balconies and access platform — Qty: 1500 sqm
- wall — Qty: 3000 sqm
- bottoms — Qty: 1500 sqm
- Random rubble masonry with hard stone in foundation and plinth : 25.1.1 Cement mortar 1:6 (1 cement : 6 coarse sand) — Qty: 900 cum
- Standard Size 1500x600mm (125mm thick) for span 701 to 1200mm — Qty: 2250 sqm
- Aproximate — Qty: 10 tonne
- Earth work for Sewer line and Manhole in excavation in foundation,trenches manholes, road side chambers etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level including allowances for any additional excavation beyond the drawings (measurement for payment to be as per standard drawings), re-handling of material/earth to complete the task. 17.1.1 In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil,kankar, etc. 17.1.1.1 Depth upto 1.5m — Qty: 1500 Cum
- Providing, laying and spreading of granular sub-base by providing coarse graded Material (Table 400-2), spreading in uniform layers with motor grader on prepared surface, mixing BY MIX IN PLACE METHOD with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MoRT&H specification clause - 401 including all material, labour, machinery, lighting, guarding and maintenance of diversion. Grading - IMaterial — Qty: 135 Cum
- Providing and laying lean cement concrete 1:4:8 in Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1,aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in concrete mixer, laid manually, compacted with surface vibrator, finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion — Qty: 112.5 Cum
- Precast RCC M-40 grade Box culvert section designed for 'AA' class loading as per IRC specification size 2000mm x 2000mm — Qty: 260 metre
- Earth work for Sewer line and Manhole in excavation in foundation, trenches manholes, road side chambers etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level including allowances for any additional excavation beyond the drawings (measurement for payment to be as per standard drawings), re-handling of material/earth to complete the task. 17.1.1 In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil,kankar, etc. 17.1.1.1 Depth upto 1.5m — Qty: 2200 Cum
- Providing and laying lean cement concrete 1:4:8 in Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in concrete mixer, laid manually, compacted with surface vibrator, finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material, labour, machinery,lighting, guarding and maintenance of diversion — Qty: 330 Cum
- bottoms — Qty: 330 cu m
- Wall — Qty: 720 cu m
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