Repair of Cross nalli, pipe cross, Iron Jalli, Ferro cover, CC and Other development works at different places in Ward No. 6, Municipal Board Nathdwara (ARC Nature)
Directorate of Local Bodies · Nathdwara, Rajasthan · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹20.0L
- EMD: ₹40K
- Published: 03 Nov 2026
- Closing date: 15 Nov 2026
- Status: open
- Status as of: 05 Nov 2026 05:09 UTC
- Ministry: Government of Rajasthan
- Department: Department of Local Self Government
- Office: Municipal Board Nathdwara
Description
Annual rate contract for repair of cross drains, pipe crossings, iron grilles, ferro-cement covers, cement concrete and other development works at various locations in Ward No. 6, Nathdwara. The estimated value is INR 2,000,000. The BOQ contains 35 schedule items, each with quantity 1, and uses percentage-rate bidding.
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 (35)
- Dressing of earth work in surface excavation including cutting and filling upto 30cm depth including disposal of excavated earth upto 50m and lift upto 1.5 m. — Qty: 1 Pcum.
- Dismantling of existing structures like culverts, bridges, retaining walls, CC road 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 50 metres as directed by Engineer.Cement Concrete Grade M-15 and above and PCC blocks — Qty: 1 Pcum.
- Dismantling of existing structures like culverts, bridges, retaining walls, CC road 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 50 metres as directed by Engineer.Lime Concrete, cement concrete grade M-10 (1:5:10) and below — Qty: 1 Pcum.
- Earth work in excavation for roadway, including trimming bottom and side slopes in accordance with requirement of line, grades and cross sections, including disposal of surplus material with all lift and lead upto 1000 metre as per MoRT&H specification clause 301.In ordinary rock — Qty: 1 Pcum.
- Earth work in excavation in foundation, trenches 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. In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc.depth uo to 1.5 m — Qty: 1 Pcum.
- Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. — Qty: 1 PKg
- Centring and shuttering with plywood or steel sheet upto two stories ( each story of height upto 3.5 metre from floor level) including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.. — Qty: 1 Psqm
- Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in position and binding all complete. Cold twisted bars — Qty: 1 PKg
- Carriage of Materials by mechanical transport including loading, unloading and stacking ::lead up to 3.00 km — Qty: 1 Pcum
- Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :1:4:8 (1 Cement : 4 fine/ coarse sand : 8 graded stone aggregate 40 mm nominal size). — Qty: 1 Pcum.
- Providing at site, lowering & laying in trenches, aligning & jointing of RCC pipes NP3 class (with s/s ends) IS: 458 - 1988 (amended up to date) marked and pipes from 300 mm upto 2000 mm manufactured through vertical / vibrated casting process all levels with Rubber gaskets (EPDM/SBR) for sewer lines as per IS: 5382 (including cost of Rubber gaskets lubricants) as per drawing, sectional hydro testing of the sewer pipe line (including cost and conveyance of water to site for testing) etc., complete as directed by Engineer. Note : E/w to be measured and paid separately. Length of pipe shall be measured in between the outer wall of two manholes / Inspection chambers. Pipe in the manhole/inspection chamber’s wall shall deemed to be included in the item of manhole/inspection chamber shall not be payable. 600 mm internal diameter — Qty: 1 Pmtr
- 200 mm internal diameter — Qty: 1 Pmtr
- 300 mm internal diameter — Qty: 1 Pmtr
- 400 mm internal diameter — Qty: 1 Pmtr
- Silt clearance of drains, channels and canals with lift 1.5 Mtr and lead up to 50 Mtr. — Qty: 1 Pcum
- Providing at site, lowering & laying in trenches, aligning & jointing of PVC-U pipes (SN 8) as per IS 15328 (amended up to date) and as per specifications with rubber rings with socket and spigot joint, (EPDM/SBR) for all depths for pipe length as per drawing and specification including hydraulic field testing (including the cost and conveyance of water to site for testing) and commissioning etc complete as directed by Engineer. Note : E/w to be measured and paid separately. Length of pipe shall be measured in between the outer wall of two manholes / Inspection chambers. Pipe in the manhole/inspection chamber’s wall shall deemed to be included in the item of manhole/inspection chamber shall not be payable. 160 mm Nominal Dia — Qty: 1 Pmtr
- 200 mm Nominal Dia — Qty: 1 Pmtr
- 250 mm Nominal Dia — Qty: 1 Pmtr
- Centring and shuttering with plywood or steel sheet upto two stories ( each story of height upto 3.5 metre from floor level) including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform. — Qty: 1 Psqm
- 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 - III Material — Qty: 1 Pcum.
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