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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹78,309.47Admitted-Finance H NO 1 DEVALKHEDA ROAD BERASIA BHOPAL | BHOPAL | BHOPAL | MADHYA PRADESH | -21.21% | ₹78,309.47 | L1 | Admitted-Finance |
| 2 | L2₹79,681.05+₹1,371.58 (1.75%)Admitted-Finance | -19.83% | ₹79,681.05+₹1,371.58 (1.75%) | L2 | Admitted-Finance |
| 3 | L3₹83,497.63+₹5,188.16 (6.63%)Admitted-Finance | -15.99% | ₹83,497.63+₹5,188.16 (6.63%) | L3 | Admitted-Finance |
| 4 | L4₹83,984.64+₹5,675.17 (7.25%)Admitted-Finance | -15.50% | ₹83,984.64+₹5,675.17 (7.25%) | L4 | Admitted-Finance |
| 5 | L5₹91,578.05+₹13,268.58 (16.9%)Admitted-Finance | -7.86% | ₹91,578.05+₹13,268.58 (16.9%) | L5 | Admitted-Finance |
Tender Value
₹25 L
EMD Value
₹50,000
Closing Date
11 Feb 2026, 10:30 amClosed
COMMISSIONER MUNICIPAL CORPORATION JODHPUR
MUNICIPAL CORPORATION JODHPUR
Construction of C.C. road and Sewrage pipe line work at various places in ward no. 54
2026_DLB_531506_7
NIT 60 DATE 19.01.2026
Open Tender
Civil Works
Percentage
120 days
MUNICIPAL CORPORATION JODHPUR
Please refer Tender documents.
3 documents required · 3 mandatory
₹500
COMMISSIONER MUNICIPAL CORPORATION JODHPUR
₹50,000
Yes
18 Mar 2026
23 Jan 2026
11 Feb 2026
23 Jan 2026
11 Feb 2026
23 Jan 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 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.Lime Concrete, cement concrete grade M-10 (1:5:10) and below
. | - | cum | - | - |
| 2 | Cement Concrete Grade M-15 and above and PCC blocks | - | cum | - | - |
| 3 | Earth work for Sewer line and Manhole in excavation in foundation, trenches manholes, road side chambers etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level including allowances for any additional excavation beyond the drawings (measurement for payment to be as per standard drawings), re-handling of material/earth to complete the task. In ordinary rock Depth upto 1.5 m | - | cum | - | - |
| 4 | Carriage of materials by mechanical transport including loading, unloading and Sand, bazri,ballast, kankar 5 Km. | - | cum | - | - |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:3:6 (1 Cement : 5 fine/ coarse sand : 10 graded stone aggregate 40 mm nominal size). | - | cum | - | - |
| 6 | Random rubble masonry with hard stone in foundation and plinth : Cement mortar 1:6 ( cement : 6 coarse sand) | - | cum | - | - |
| 7 | Cement plastering including T&P, scaffolding, material and complete labpour, including cost of water, curing, racking of joints etc. with 20 mm cement plaster of mix : 1:6(1 cement : 6 fine/ coarse sand) | - | Sqm. | - | - |
| 8 | Supplying and fixing Soorsagar Bhura or Equivalent ashlar sills, lintels and dassa, bearing, bed & top surface made perfenctly even, jambs, skirting steps etc. rough dressed: upto 15 cm thick. | - | cum | - | - |
| 9 | Supplying & fixing 560mm dia SFRC manhole frame & cover as per IS : 12592-2002 in existing manholes including grouting the frame in PCC M-15 complete in all respect as directed by the Engineer. HD-20 | - | each | - | - |
| 10 | 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 manualy, 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 | - | - |
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