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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹45.0 LAdmitted-Finance | -9.33% | ₹45.0 L | L1 | Admitted-Finance |
| 2 | L2₹46.2 L+₹1.3 L (2.82%)Admitted-Finance | -6.77% | ₹46.2 L+₹1.3 L (2.82%) | L2 | Admitted-Finance |
| 3 | L3₹49.5 L+₹4.6 L (10.2%)Admitted-Finance | -0.10% | ₹49.5 L+₹4.6 L (10.2%) | L3 | Admitted-Finance |
Tender Value
₹49.6 L
EMD Value
₹99,200
Closing Date
21 Apr 2026, 5:00 pmClosed
EO NAGAR PALIKA NOHAR
NAGAR PALIKA NOHAR
Construction of RCC Drains on Both Sides of Aradki Road
2026_DLB_550933_1
DLB NHR NIT NO 01/2026-27
Open Tender
Civil Works
Percentage
120 days
EO NAGAR PALIKA NOHAR
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
EO NAGAR PALIKA NOHAR / MDRISL
₹99,200
Yes
8 May 2026
10 Apr 2026
23 Apr 2026
10 Apr 2026
21 Apr 2026
10 Apr 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Centring 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 : | |||||
| 1.01 | Foundations, footings, bases of columns, etc. for mass concrete | 276 | sqm | - | - |
| 1.02 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | 2,208 | sqm | - | - |
| 2 | 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 | 30 | CUM | - | - |
| 3 | 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 all type of soil | 120 | CUM | - | - |
| 4 | Carriage of Materials by mechanical transport including loading, unloading and stacking ::Earth lead 4 Km | 120 | CUM | - | - |
| 5 | 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. | 12 | CUM | - | - |
| 6 | Providing and laying un-reinforced, dowel jointed, plain cement concrete mix in 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 in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, 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, dowel bar, tie rod, admixtures 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-20 | 18 | CUM | - | - |
| 7 | Providing and laying Precast reinforced cement concrete Box culvert section of M-40 grade designed for 'AA' class loading as per IRC specifications including the effect of impact, EQ etc. complete on firm base of 200mm thick lean concrete of M-10 grade with aggregate of size 40mm nominal of following internal sizes. The work includes required safety measures, construction of drain for diversion of flowing water, cost of design of RCC Precast Box and its proof checking from IIT/MNIT Jaipur etc. complete in all respect as per specifications Size 0.60 M x 0.60 M | 100 | Rmt | - | - |
| 8 | 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 upto 1.5 m | 736 | CUM | - | - |
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