Loading…
Loading…
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹5.2 LAdmitted-Finance | -30.22% | ₹5.2 L | L1 | Admitted-Finance |
| 2 | L2₹6.2 LAdmitted-Finance 103 NAI BAZAR JHANSI DISTRICT JHANSI UTTAR PRADESH | JHANSI | JHANSI | UTTAR PRADESH | -16.99% | ₹6.2 L | L2 | Admitted-Finance |
| 3 | L3₹6.9 LAdmitted-Finance | -7.99% | ₹6.9 L | L3 | Admitted-Finance |
Tender Value
₹7.5 L
EMD Value
₹14,960
Closing Date
2 Feb 2026, 6:00 pmClosed
EXECUTIVE OFFICER
nagar palika mundawar
The work of laying the drain pipeline from Bhajan Lal Meena house to the drain is underway
2026_DLB_530656_8
npm/1628
Open Tender
Civil Works
60 days
nagar palika mundawar
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
EO, MDRISL
₹14,960
Yes
9 Feb 2026
22 Jan 2026
3 Feb 2026
22 Jan 2026
2 Feb 2026
22 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
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 ofwater 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
Providing and laying lean cement concrete 1:4:8 in Sub-base over a prepared sub-grade with coarse and fineaggregateconforming to IS: 383, the size ofcoarseaggregate 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
Providing and laying un-reinforced, plain cement concrete mix with Concrete Mixer & vibrator pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed as per approved mix design, laid, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints etc including all material, labour, machinery, lighting,guarding and maintenance of diversion. PCC M-20
Carriage of Materials by mechanical transport including loading, unloading and stackingSand, bazri, ballast, kankar up to 3 km, qty.
Structural steel work in single section fixed with or without connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. L & s qty,
Brick work with FPS bricks of class designation 75 in foundationand plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand)
Please Enable Macros to View BoQ information
stage.html
html • 0.03 MB
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 • 1.01 MB
nit.pdf
Tender Documents • 0.99 MB
BOQ_946071.xls
BOQ • 0.28 MB
ANNUXURE.pdf
Other Document • 4.70 MB
Download all tender documents and submit your bid