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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹8.8 LAdmitted-Fee/PreQual/Technical/Finance | -17.86% | ₹8.8 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹8.9 L+₹10,760.19 (1.22%)Admitted-Fee/PreQual/Technical/Finance | -16.86% | ₹8.9 L+₹10,760.19 (1.22%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹9.0 L+₹11,943.81 (1.35%)Admitted-Fee/PreQual/Technical/Finance | -16.75% | ₹9.0 L+₹11,943.81 (1.35%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹9.0 L+₹17,754.32 (2.01%)Admitted-Fee/PreQual/Technical/Finance | -16.21% | ₹9.0 L+₹17,754.32 (2.01%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹10.8 L
EMD Value
₹21,520
Closing Date
30 May 2026, 6:00 pmClosed
NAGAR PARISHAD JHALAWAR
NAGAR PARISHAD JHALAWAR
HUT And Benches Estimate in Park in Police Line Residential Area in Ward 27
2026_DLB_560839_1
NIT NO 01 2026-27 np civil jhalawar
Open Tender
Civil Works
Percentage
JHALAWAR
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
AS PER NIT
₹21,520
Yes
8 Jun 2026
20 May 2026
2 Jun 2026
20 May 2026
30 May 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 |
|---|---|---|---|---|---|
| 1Item Description | |||||
| 1.01 | 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 (4.2.1 ) | - | cum. | 235.5 | - |
| 2.01 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:1:2 (1 Cement : 1 coarse sand : 2 graded stone aggregate 20 mm
nominal size) (As per design mix) (21.1.1) | - | cum. | 5,980 | - |
| 3.01 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete: | - | kg | 114.5 | - |
| 4.01 | Providing corrugated G.S. sheet roofing including vertical/ curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete upto any pitch in horizontal/ vertical or curved surfaces) excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 0.63 mm thick with zinc coating not less than 275gm/m² (31.1.3) | - | sqm. | 914 | - |
| 5.01 | 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 | - |
| 6.01 | 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.. | - | cum | 2,955 | - |
| 7.01 | 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. 9.6.1 PCC M-20 | - | cum | 5,650 | - |
| 8.01 | Providing and fixing of precast concrete interlocking tiles of desired shape of M 30 grade manufactured from fully computerized automatic stationery hydraulic vibrio pressed machine and fully computerized automatic batching plant of class A1/A2 as per BS 6717:2001. The CC interlocking 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 in-charge. The rates to be inclusive of all lead & Lifts etc. complete as per specifications. Tensile splitting strength, abrasion and braking load etc. as per BS 6717:2001, Grey cement.
80mm thick ( Clause 9.10.2) | - | sqm | 792 | - |
| 9.01 | Brick work with FPS bricks of class designation 75 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) (24.1.1) | 1 | cum. | 5,600 | ₹5,594.4 |
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