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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹7.2 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹7.9 L+₹71,137.45 (9.90%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹8.0 L+₹81,598.84 (11.4%)Admitted-Finance | L3 | Admitted-Finance | ||
| 4 | L4₹8.0 L+₹85,783.40 (11.9%)Admitted-Finance | L4 | Admitted-Finance | ||
| 5 | L5₹8.2 L+₹97,395.54 (13.6%)Admitted-Finance | L5 | Admitted-Finance |
Tender Value
₹10.5 L
EMD Value
₹20,920
Closing Date
6 Aug 2026, 2:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
COMMISISONER
Nagar Parishad Jalore
CONSTRUCTION OF CC ROAD PASPSHA TIWARI HOUSE TO PRABHURAM RCC HOUSE TAK AND DEVEANAD JUICE WALA HOUSE TO RAMESH BHAI BADGUJAR HOUSE TAK IN WARD NO.40 NAGAR PARISHAD AREA JALORE
2026_DLB_582200_11
NPJ/DEV/2026/2825 DATE 27-07-2026
Open Tender
Civil Works
Percentage
90 days
Jalore
Please Refer Tender Documents
3 documents required · 3 mandatory
₹500
COMMISISONER/MD RISL
₹20,920
Yes
21 Oct 2026
5 Aug 2026
7 Aug 2026
5 Aug 2026
6 Aug 2026
5 Aug 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 |
|---|---|---|---|---|---|
| 1.01 | 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) | - | CUM | 178.5 | - |
| 1.02 | Carriage ofMaterials bymechanical
transportincludingloading,unloading andstacking ::EARTH 2 KM | - | CUM | 209.35 | - |
| 1.03 | Providing, laying and spreading of granular sub-base by providing
coarse graded Material (Table 400-2), spreading in uniform layers
with motor grader on prepared surface, mixing BY MIX IN PLACE
METHOD with rotavator at OMC, and compacting with vibratory
roller to achieve the desired density, complete as per MoRT&H
specification clause - 401 including all material, labour, machinery,
lighting, guarding and maintenance of diversion.
Grading - III Material | - | CUM | 1,106 | - |
| 1.04 | Providing and laying lean cement concrete 1:4:8 in Sub- base over aprepared 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 beless than 150 kg/ cum, optimum moisture content to be determined
during trial length construction, concrete strength not to be less than10 Mpa at 7 days, mixed in concrete mixer, laid manually,
compacted with surface vibrator, finishing and curing complete asper clause 601, 112 of MoRT&H specification including all material,labour, machinery, lighting, guarding and maintenance of diversion. | - | CUM | 2,955 | - |
| 1.05 | 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 aggregatenot exceeding 25 mm, mixed as per approved mix design, laid,spread, compacted and finished in a continuous operation includingprovision of contraction, expansion, construction and longitudinaloints, joint filler, separation membrane, sealant primer, joint sealant,debonding strip, admixtures (if required) as approved, curingcompound, finishing to lines and grades complete as per drawingand as per clause 602, 112 of MoRT&H specification including allmaterial, labour, machinery, lighting, guarding and maintenance ofdiversion. PCC M-20 | - | CUM | 5,650 | - |
| 1.06 | Centring and shuttering with plywood or steel sheet upto two stories( each story of height upto 3.5 metre from floor level) includingstrutting, propping etc. and removal of form for :
Foundations, footings, bases of columns, etc. for mass concrete | - | SQM | 236.5 | - |
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