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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹7,889.82Admitted-Finance | -27.51% | ₹7,889.82 | L1 | Admitted-Finance |
| 2 | L2₹9,304.74+₹1,414.92 (17.9%)Admitted-Finance | -14.51% | ₹9,304.74+₹1,414.92 (17.9%) | L2 | Admitted-Finance |
| 3 | L3₹10,325.66+₹2,435.84 (30.9%)Admitted-Finance | -5.13% | ₹10,325.66+₹2,435.84 (30.9%) | L3 | Admitted-Finance |
| 4 | L4₹10,828.50+₹2,938.68 (37.2%)Admitted-Finance | -0.51% | ₹10,828.50+₹2,938.68 (37.2%) | L4 | Admitted-Finance |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
Tender Value
₹25 L
EMD Value
₹50,000
Closing Date
5 Aug 2026, 6:00 pmClosed
EO
Nagar palika Vatika
Estimate of construction of cement concrete road interlocking work at various places in nagar palika vatika area ward no 1 to 25
2026_DLB_578335_2
NIT-5/2026-27
Open Tender
Civil Works
Percentage
120 days
VATIKA
Referred Document
2 documents required · 2 mandatory
₹500
MDRISL/EO
₹50,000
Yes
12 Aug 2026
28 Jul 2026
6 Aug 2026
28 Jul 2026
5 Aug 2026
28 Jul 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 |
|---|---|---|---|---|---|
| 1WORKS | |||||
| 1.01 | 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, Depth upto 1.5 m | 1 | cum | 229.5 | ₹229.5 |
| 1.02 | 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) | 1 | cum | 178.5 | ₹178.5 |
| 1.03 | 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 manualy,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. | 1 | cum | 2,955 | ₹2,955 |
| 1.04 | 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 | 1 | Cum | 5,650 | ₹5,650 |
| 1.05 | Centring and shuttering upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for :foundations, footing, bases of columns etc. for mass concrete | 1 | sqm | 236.5 | ₹236.5 |
| 1.06 | 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 | 1 | cum | 678 | ₹678 |
| 1.07 | Carriage of Materials by mechanical transport including loading, unloading and
stacking ::Earth 1 km | 1 | cum | 161.51 | ₹161.51 |
| 1.08 | Providing and fixing of 60mm thick precast cement concrete interlocking paver block casted with rubber moulds in approved
reflective colour and design having minimun compressive strength of 300 kg/ sq cm. The CC paving blocks be laid on average 50mm
thick bed of coarse sand and the joint is to be filled with fine sand.Laying procedure on compacted sub-base as defined. Complete job
is to be executed as per the instruction of Engineer incharge. The rates to be inclusive of all lead & Lifts etc. complete as per
specifications. | 1 | sqm | 795 | ₹795 |
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