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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹13.9 LAdmitted-Finance | -33.10% | ₹13.9 L | L1 | Admitted-Finance |
| 2 | L2₹15.5 L+₹1.6 L (11.7%)Admitted-Finance | -25.26% | ₹15.5 L+₹1.6 L (11.7%) | L2 | Admitted-Finance |
| 3 | L3₹15.8 L+₹2.0 L (14.3%)Admitted-Finance | -23.55% | ₹15.8 L+₹2.0 L (14.3%) | L3 | Admitted-Finance |
| 4 | L4₹17.8 L+₹4.0 L (28.7%)Admitted-Finance | -13.89% | ₹17.8 L+₹4.0 L (28.7%) | L4 | Admitted-Finance |
| 5 | L5₹19.9 L+₹6.0 L (43.5%)Admitted-Finance B 5 TULSI DAS KI BAGICHI JANTA COLONY JAIPUR RAJASTHAN 302004 | JAIPUR | RAJASTHAN | 302004 | -3.99% | ₹19.9 L+₹6.0 L (43.5%) | L5 | Admitted-Finance |
Tender Value
₹20.7 L
EMD Value
₹41,400
Closing Date
15 Apr 2026, 5:00 pmClosed
EXECUTIVE OFFICER
OFFICE OF THE MUNICIPAL BOARD SINGHANA
construction of rr coad from pooran house to naresh collage hukma ki dhani singhana
2026_DLB_548214_9
NPSINGHANA/VIKASH/2025-26/2533
Open Tender
Civil Works
Percentage
90 days
SINGHANA
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,000
EXECUTIVE OFFICER
₹41,400
Yes
8 May 2026
24 Mar 2026
17 Apr 2026
24 Mar 2026
15 Apr 2026
24 Mar 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 |
|---|---|---|---|---|---|
| 1Dressing of earth work in surface excavation including cutting and filling upto 30cm depth including disposal of excavated earth upto 50m and lift upto 1.5 m. | |||||
| 2 | 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 gradationafter 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 | 1 | cum | - | - |
| 3Providing 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 | |||||
| 4Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:5:10 (1 Cement : 5 fine/ coarse sand : 10 graded stone aggregate 40 mm nominal size). | |||||
| 5Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) Drain Wall | |||||
| 6Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) Drain Bed | |||||
| 7Centring and shuttering with plywood or steel sheet upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form fo :Foundations,footings, bases of columns, etc. for mass concrete. | |||||
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