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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.8 LAccepted-Finance WARD NO 09 VPO CHHAPOLI UDAIPURWATI JHUNJHUNU RAJASTHAN 333302 | JHUNJHUNU | RAJASTHAN | 333302 | ₹18.8 L | L1 | Accepted-Finance OK |
| 2 | L2₹19.0 L+₹24,640.76 (1.31%)Accepted-Finance | ₹19.0 L+₹24,640.76 (1.31%) | L2 | Accepted-Finance OK |
| 3 | L3₹20.5 L+₹1.7 L (9.26%)Accepted-Finance | ₹20.5 L+₹1.7 L (9.26%) | L3 | Accepted-Finance OK |
| 4 | L4₹24.0 L+₹5.2 L (27.9%)Accepted-Finance | ₹24.0 L+₹5.2 L (27.9%) | L4 | Accepted-Finance OK |
| 5 | L5₹24.2 L+₹5.4 L (28.6%)Accepted-Finance | ₹24.2 L+₹5.4 L (28.6%) | L5 | Accepted-Finance OK |
Tender Value
₹24.2 L
EMD Value
₹48,320
Closing Date
1 Jun 2026, 1:00 pmClosed
EO MUNICIPAL BOARD NAWALGARH
EO MUNICIPAL BOARD NAWALGARH
Badi Kabirstan me Idgah Masjid me Kota Stone Work in ward no 20
2026_DLB_561063_1
Enit 07/2026-27/01
Open Tender
Civil Works
Percentage
90 days
Badi Kabirstan me Idgah Masjid me Kota Stone Work
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
EO MUNICIPAL BOARD NAWALGARH
₹48,320
Yes
9 Jul 2026
21 May 2026
2 Jun 2026
21 May 2026
1 Jun 2026
21 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 |
|---|---|---|---|---|---|
| 1.01 | 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-10 and below | - | Cum | 648 | - |
| 1.02 | Carriage of materials by manual labour including loading, unloading and stacking Earth up to 03 Km | - | Cum | 200.11 | - |
| 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 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 | - |
| 1.04 | Kota stone slab flooring 25mm thick over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : Area of each slab 900 to 2000 sqcm | - | Sqm | 1,365 | - |
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BOQ_998562.xls
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