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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹48.2 LAdmitted-Finance | +5.00% | ₹48.2 L | L1 | Admitted-Finance |
| 2 | L2₹48.7 L+₹45,898.71 (0.95%)Admitted-Finance | +6.00% | ₹48.7 L+₹45,898.71 (0.95%) | L2 | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
Tender Value
₹45.9 L
EMD Value
₹91,780
Closing Date
1 Jun 2026, 6:00 pmClosed
EO SHRIMADHOPUR
BUS STAND SRIMADHOPUR
CC and asphalt road reconstruction work from in front of Nehravali Jodi GSS to Jhoonla Wali and Samota Wali Dhani up to Shrimadhopur, Ward No. 13
2026_DLB_560619_1
ETENDER/2026-2027/623
Open Tender
Civil Works
Percentage
120 days
SHRIMADHOPUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
EXECUTIVE OFFICER MUNICIPAL BOARD SHRIMADHOPUR
₹91,780
Yes
9 Jun 2026
20 May 2026
3 Jun 2026
20 May 2026
1 Jun 2026
20 May 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 | Dismantling of flexible pavements and disposal of dismantled
materials up to a lead of 50 metres as directed by Engineer.Bituminous courses | - | cum | 445 | - |
| 2 | Carriage of Materials by mechanical transport including loading, unloading and stacking ::Stone, boulders, gravelly material 5KM | - | cum | 239.78 | - |
| 3 | Construction of subgrade and earthen shoulders with approved
material obtained from borrow area with all lifts & leads, transporting
to site, spreading, grading to required slope and compacted in layers
not exceeding 200mm thickness at OMC, with vibratory roller of 80-
100 KN static weight or more to attain a density 97% maximum dry
density to meet requirement of table No. 300-2 as per MoRT&H
specification clause 305. (Lead taken upto 5 km) | - | cum | - | - |
| 4 | 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 | - |
| 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. 100mm thick | - | cum | 2,955 | - |
| 6 | 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 ontinuous operation including provision of contraction, expansion, construction and longitudinal joints etc including all material, labour, machinery, lighting, guarding and maintenance of diversion. PCC M-25 | - | cum | 5,980 | - |
| 7 | Centring 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 : Foundations, footings, bases of columns, etc. for mass concrete. | - | sqm | 236.5 | - |
| 8 | Providing, laying, spreading (with paver finisher only) and compacting wet mix macadam (WMM) base course comprising of graded stone aggregate and granular material conforming to MORT&H specifications (Table 400-II) in layers of equal compacted thickness each consolidated, including pre-mixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tippers to site, laying in uniform layers in base course on a well prepared sub-base/ base course and compacting with power vibratory-roller to achieve the desired density complete as per MoRT&H specification clause - 406 including all material, labour, machinery, lighting, guarding and maintenance of diversion. | - | cum | 1,775 | - |
| 9 | Providing and applying primer coat over prepared surface of granular base with bitumen emulsion as per IS : 8887 and approved quality @ 0.6 kg/sqm with the help of spray set fitted on bitumen Container (boiler) after cleaning the surface including removing of binding material and other foreign matter with wire brushes and small picks, sweeping with brooms or soft brushes and finally dusting with old gunny bags and compressed air to receive bituminous treatment complete as per clause 502 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. | 2,756.25 | sqm | - | - |
| 10 | Extra for additional bitumen emulsion used in above item for every 1 kg per 10 sqm | 2,756.25 | sqm | - | - |
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