Remaining work of Nala, Pipe Connection, Earth Filling and other works in behind of Surendra kumawat ji house Fouj Mohalla, Nathdwara.
Municipal Board Nathdwara · Nathdwara, Rajasthan · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹28.7L
- EMD: ₹57K
- Published: 07 Nov 2026
- Closing date: 17 Nov 2026
- Status: open
- Status as of: 09 Nov 2026 00:16 UTC
- Ministry: Department of Local Self Government, Rajasthan
- Department: Directorate of Local Bodies, Udaipur
- Office: Municipal Board Nathdwara
Description
Remaining civil works for a nala, pipe connection, earth filling and associated works behind Surendra Kumawat Ji's house in Fauj Mohalla, Nathdwara. The percentage-rate BOQ contains 25 work items and totals INR 2,868,788 before taxes.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
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Commercial terms
- Bid type: Percentage
- Evaluation: Percentage rate
- Make in India (MII): No
- MSE preference: No
Line items (25)
- 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: 60 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: 500 PKg
- Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in position and binding all complete. Cold twisted bars — Qty: 500 PKg
- Carriage of Materials by mechanical transport including loading, unloading and stacking ::lead up to 3.00 km — Qty: 60 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: 12 Pcum.
- Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level : 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) — Qty: 60 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. 110 mm Nominal Dia — Qty: 50 PMtr.
- 160 mm Nominal Dia — Qty: 300 PMtr.
- 200 mm Nominal Dia — Qty: 50 PMtr.
- 250 mm Nominal Dia — Qty: 50 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: 20 Psqm
- Providing and fixing on wall face Unplasticised - PVC moulded fittings/ accessories for Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. Single tee without door 110x110x110 mm — Qty: 60 Each
- Bend 87.5° 110 mm bend — Qty: 60 Each
- Brick work with FPS bricks of class designation 75 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) — Qty: 5 Pcum
- Random rubble masonry with hard stone in foundation and plinth : Cement mortar 1:6 (1 cement : 6 coarse sand) — Qty: 150 Pcum
- Cement plastering including T&P, scaffolding, material and complete labour, including cost of water, curing, racking of joints etc. with 12 mm cement plaster of mix : including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar 1:6 (1 cement : 6 fine/ coarse sand) — Qty: 445 Psqm
- Providing and fixing stone slab covering of required size over drains including filling of joints with cement sand mortar 1:3 complete as per direction of Engineer-in-charge. Average thickness 60 to 75 mm — Qty: 140 Psqm
- Providing and fixing of reinforced Ferro-Cement drain covers designed for 'AA' class loading duly marked on cover with adequate steel reinforcement having thickness 75mm to 150mm anti corrosive bitumen painted M.S. plate , Rim and M.S. lifting hooks, Admixtures like plasticizer, bond improving compound, shrinkage, resistance compound, abrasion resistant complete as per approved design etc Standard Size 1000x800mm (100mm thick) for span 451 to 700mm — Qty: 5 Psqm
- Construction of embankment with approved material obtained from borrow pit with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by vibratory roller 8-10 tonne to meet requirement of table 300-2 including cost of compensation for earth taken from private land complete as per MoRT&H specification clause 305. (Lead taken upto 5 km) — Qty: 450 Pcum
- 110 mm ID/ND PVC-U pipes (stiffness class SN 8) as per IS 15328 — Qty: 25 Pmtr
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