Construction of RCC median for closure of existing openings in divider and service lane road from Ramu ka Bas tiraha to RIICO tiraha / Krishi mandi tiraha at Sikar
URBAN IMPROVEMENT TRUST ,SIKAR · Sikar, Rajasthan · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹12.5L
- EMD: ₹25K
- Published: 25 Sep 2026
- Closing date: 06 Oct 2026
- Status: open
Description
Construction of RCC median for closure of existing openings in divider and service lane road from Ramu ka Bas tiraha to RIICO tiraha / Krishi mandi tiraha at Sikar.
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 (14)
- Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per MoRTH Specification Clause 202. — Qty: 90 Per Cum
- Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per MoRTH Specification Clause 301.3 — Qty: 128 Per Cum
- Survey of Proposed road including printout of Plan, L-Section & Cross section on A-3 size paper in three copies & one softcopy of approved media (For L-Section levels are to be taken at an interval of 25m on plain terrain and 10m on rolling & at CD works) including computation of quantities of earth work in cutting/ filling as per L-Section & Cross section. — Qty: 0.19 per km
- Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104. P.C.C grade M 10. Nominal mix 1:3:6 — Qty: 12 Per 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. M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). — Qty: 23 Per Cum
- Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. Thermo-mechanically Treated bars (Conforming of relevant IS code) 8mm :- 4.0nos x 1.85mtr = 7.40mtr@ 0.395Kg/m=2.92 Kg, 10mm :- 12.0nos x 0.68mtr=8.16 mtr@ 0.617kg/m=5.03 kg, Steel required for panel of 0.75 m length = 7.92 Kg , Steel required per meter length = 10.56 Kg — Qty: 4013 Per 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 be 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 Engineer-in-charge. — Qty: 56 Per Cum
- 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: 105 Per Cum
- Random Rubble stone masonry for with hard stone in foundation and plinth in cement sand mortar above 30 cm thick wall in Cement Mortar 1:6 (1-Cement : 6-Sand). — Qty: 22 Per cum
- Painting Two Coats on New Concrete Surfaces Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered/concrete surfaces as per drawing and MoRTH Specification Clause 801 — Qty: 568 Per Sqm
- Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish : 20mm thick. — Qty: 60 Per Sqm
- Finishing wall with water proofing cement paint of approved brand and manufacture and or required shade to give an even shade including all scaffolding :- New work (two or more coats applied @ 3.84 kg/10 sqm — Qty: 568 Per 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 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 — Qty: 832 cum
- Carriage of building rubbish, stone metal (Grit and ballast etc.) for 5 km lead — Qty: 922 cum
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