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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹15.1 LAdmitted-Finance | -29.50% | ₹15.1 L | L1 | Admitted-Finance |
| 2 | L2₹15.2 L+₹8,560.95 (0.57%)Admitted-Finance | -29.10% | ₹15.2 L+₹8,560.95 (0.57%) | L2 | Admitted-Finance |
| 3 | L3₹15.3 L+₹17,763.96 (1.18%)Admitted-Finance | -28.67% | ₹15.3 L+₹17,763.96 (1.18%) | L3 | Admitted-Finance |
| 4 | L4₹15.5 L+₹41,734.61 (2.77%)Admitted-Finance | -27.55% | ₹15.5 L+₹41,734.61 (2.77%) | L4 | Admitted-Finance |
| 5 | L5₹15.8 L+₹75,122.29 (4.98%)Admitted-Finance | -25.99% | ₹15.8 L+₹75,122.29 (4.98%) | L5 | Admitted-Finance |
Tender Value
₹21.4 L
EMD Value
₹42,805
Closing Date
1 Aug 2026, 6:00 pmClosed
EXECUTIVE ENGINEER ADARSH NAGAR ZONE
JAIPUR NAGAR NIGAM PANDIT DEENDAYAL UPPADHYAY BHAWAN LALKOTHI TONK ROAD JAIPUR
SEWER LINE, ROAD AND FOOTPATH REPAIR WORK NEAR KHOLA KE HANUMAN JI GAUSHALA LOCATED IN WARD NO. 128 OF ADARSH NAGAR ZONE.
2026_DLB_577566_1
14 EXECUTIVE ENGINEER ADARSH NAGAR ZONE
Open Tender
Civil Works
Percentage
120 days
JAIPUR
As Per Bid Documents
3 documents required · 3 mandatory
₹590
ONLINE PAY IN JAIPURMC WEBSITE
₹42,805
Yes
4 Aug 2026
25 Jul 2026
3 Aug 2026
25 Jul 2026
1 Aug 2026
28 Jul 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 cement concrete pavement for sewer line and manholes by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres including allowances for any additional dismantling beyond the drawings (measurement for payment to be as per standard drawings), re-handling of material/earth to complete the task. | 60 | Cum | 1,273 | ₹76,380 |
| 2 | 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 all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. | - | - | - | - |
| 3 | Depth upto 1.5 m | 360 | Cum | 299 | ₹1,07,640 |
| 4 | Add extra for overall depth of excavation above 1.5 m and upto 3.0 m over item no 17.1.1.1 | 240 | Cum | 20.9 | ₹5,016 |
| 5 | CARRIAGE OF MATERIALS (By Mechanical Means): Carriage of Materials by mechanical transport including loading, unloading and stacking :: The rates will be applicable to net quantities after deduction of prescribed percentage for voids mentioned in the specification under subhead "Carriage of Materials" Earth 5 Km | 720 | Cum | 254.76 | ₹1,83,427.2 |
| 6 | Providing Barricading for Trenches using 80 - 100 mm dia Wooden Ballies as vertical post, atleast 1.5m above ground level and atleast 30-45 cm below ground level at a spacing of 3 m. Two rows of PVC Tape (preferably red in colour) strip barricading horizontal strip securely tied by the vertical members. Vertical members shall be painted in red and white colour. Rate is inclusive removal and cleaning of site complete in all respect. | 320 | Mtr. | 113.5 | ₹36,320 |
| 7 | Providing granular bedding having width = outer dia of pipe (Bc) + 500mm, thickness below pipe = 0.25Bc or 100mm (whichever is higher) and haunching = 0.5Bc, with graded hard crusher broken stone of 100% passing through 20mm sheive, 20 to 50 % passing through 10mm sheive and 100 % retain on 6.3mm sheive, laying in layers of thickness 10/15cm including ramming, consolidation etc complete for all type of pipes of following sizes as per drawing and or as directed by Engineer. | - | - | - | - |
| 8 | 250 mm internal diameter | 10 | Mtr. | 185 | ₹1,850 |
| 9 | 300 mm internal diameter | 160 | Mtr. | 210 | ₹33,600 |
| 10 | Providing at site, lowering & laying in trenches, aligning & jointing of RCC pipes NP3 class (with s/s ends) IS: 458 - 1988 (amended up to date) marked and pipes from 300 mm upto 2000 mm manufactured through vertical / vibrated casting process all levels with Rubber gaskets (EPDM/SBR) for sewer lines as per IS: 5382 (including cost of Rubber gaskets lubricants) as per drawing, sectional hydro testing of the sewer pipe line (including cost and conveyance of water to site for testing) etc., complete as directed by Engineer. Note : E/w to be measured and paid separately. Length of pipe shall be measured in between the outer wall of two manholes / Inspection chambers. Pipe in the manhole/inspection chamber's wall shall deemed to be included in the item of manhole/inspection chamber shall not be payable. | - | - | - | - |
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