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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | H1₹12.5 LAdmitted-Finance | -11.29% | ₹12.5 L | H1 | Admitted-Finance |
| 2 | H2₹12.3 L−₹17,994.69 (1.44%)Admitted-Finance | -12.57% | ₹12.3 L−₹17,994.69 (1.44%) | H2 | Admitted-Finance |
| 3 | H3₹11.7 L−₹77,461.51 (6.21%)Admitted-Finance | -16.80% | ₹11.7 L−₹77,461.51 (6.21%) | H3 | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical HOUSE NO 8 589 BEHIND PHC HOSPITAL OLD BUS STAND KORBA KORBA CHHATTISGARH 495678 | 495678 | - | - | - | Not Admitted-Fee/PreQual/Technical Others-bidder had not submitted Total EMD Amount 28120 in office |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
Tender Value
₹14.1 L
EMD Value
₹28,120
Closing Date
5 Mar 2026, 6:00 pmClosed
EXECUTIVE OFFICER
NAGAR PALIKA GUDAMALANI
icici bank se bhuraram choudry ke makan tak cc and drain
2026_DLB_540475_1
1262/9
Open Tender
Civil Works
Percentage
NAGAR PALIKA GUDAMALANI
Please refer Tender documents.
3 documents required · 3 mandatory
₹500
EXECUTIVE OFFICER
₹28,120
23 Mar 2026
23 Feb 2026
6 Mar 2026
23 Feb 2026
5 Mar 2026
23 Feb 2026
Earth work in excavation for roadway, including trimming bottom andside slopes in accordance with requirement of line, grades and crosssections, including disposal of surplus material with all lift and leadupto 1000 metre as per MoRT&H specification clause 301.In all type of soil.
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 naturalground / Road top level. In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. Depth upto 1.5 m
Carriage of Materials by mechanical transport including loading,unloading andstacking ::2 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 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, dowel jointed, 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, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures (if required) as approved, curing compound, finishing to lines and grades complete as per drawing and as per clause 602, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. PCC M-30
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).
Centring and shuttering with plywood or steel sheet upto two storiesor height upto 7.5 metre above plinth level including strutting,propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete.
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 graded20mm nominal size stone aggregate) finished with a floating coatofneat cement including cement slurry, but excludingthe cost ofnosing of steps etc. complete.40mm thick
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technical_963509.pdf
techsummary_963509.pdf
fin_bid_open.pdf
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Tendernotice_1.pdf
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Enit01NPGuda.pdf
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BOQ_963509.xls
BOQ • 0.33 MB
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