Loading…
Loading…
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹18.8 LAdmitted-Finance 0 BANJARIYA WEST KHALILABAD SANT KABIR NAGAR UTTAR PRADESH 272175 | SANT KABEER NAGAR | UTTAR PRADESH | 272175 | -21.00% | ₹18.8 L | L1 | Admitted-Finance |
| 2 | L2₹23.4 LAdmitted-Finance | -2.00% | ₹23.4 L | L2 | Admitted-Finance |
| 3 | L3₹23.7 LAdmitted-Finance | -0.50% | ₹23.7 L | L3 | Admitted-Finance |
| 4 | L4₹23.8 LAdmitted-Finance | +0.00% | ₹23.8 L | L4 | Admitted-Finance |
| 5 | L5₹24.1 LAdmitted-Finance | +1.00% | ₹24.1 L | L5 | Admitted-Finance |
Tender Value
₹23.8 L
EMD Value
₹47,680
Closing Date
28 Jan 2026, 5:00 pmClosed
Executive Officer Municipal Board Ladnun
Municipal Board Ladnun
CONST OF Drain in ward 42
2026_DLB_529792_1
NPL/2025-26/3752/78
Open Tender
Civil Works
Ladnun
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Executive Officer Municipal Board Ladnun
₹47,680
Yes
12 Feb 2026
20 Jan 2026
29 Jan 2026
20 Jan 2026
28 Jan 2026
20 Jan 2026
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
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 Depth upto 1.5 m
Carriage of Materials by mechanical transport including loading, unloading and stacking :: Sand, bazri, ballast, kankar upto 4 km
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 a batching plant, transported to site, laid manually, compacting 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.
Random rubble masonry work in cement mortar with mechanical mixer in substructure/ super structure at all levels complete as per clause 1400 and 2200 of MoRT&H specification including all material, labour, scaffolding etc but excluding pointing and plastering.
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size).
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded 20mm nominal size stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete. 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 75mm thick
Cement plastering including T&P, scaffolding, material and complete labour, including cost of water, curing, racking of joints etc. with 20 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)
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
Please Enable Macros to View BoQ information
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 1.27 MB
BOQ_944752.xls
BOQ • 0.31 MB
Download all tender documents and submit your bid