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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹8.1 CrAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | Rejected-Technical | - | Rejected-Technical non responsive | ||
| 3 | Rejected-Technical 79 12 SHIPRA PATH MANSAROVAR JAIPUR | JAIPUR | JAIPUR | RAJASTHAN | - | Rejected-Technical non responsive | ||
| 4 | Rejected-Technical PLOT NO 1 A CHANDRA NAGAR UNDER RAILWAY BRIDGE GOPALPURA BYE PASS TONK ROAD JAIPUR | JAIPUR | JAIPUR | RAJASTHAN | - | Rejected-Technical non responsive |
Tender Value
₹9.0 Cr
EMD Value
₹18.1 L
Closing Date
5 Mar 2025, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
xen project
xen project , jda jodhpur
Providing and Laying of Main Sewerage Trunk Line at Nehar Chouraha as Utility Shifting work for proposed flyover construction at main Pal Road, Jodhpur
2025_JDAJO_447495_1
JoDA/Nit-05/Project/2024-25
Open Tender
Civil Works
Percentage
120 days
jda jodhpur
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,000
secretary jda jodhpur and md risl jaipur
₹18.1 L
Yes
11 Mar 2025
13 Feb 2025
5 Mar 2025
13 Feb 2025
5 Mar 2025
13 Feb 2025
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 | 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. | 400 | Mtr. | 113.5 | ₹45,400 |
| 2 | Providing and Fixing Minimum 0.63mm thick GI corrugated sheets (minimum width of each sheet shall be 60 cm) for covering the barricading in one/ two rows one above another and painting in redand white stripes as per the specific ations and directions of the Engineer Incharge with proper fixing arrangements with GI limpet washers nuts and bolts complete in all respect. | 600 | Sqm. | 147 | ₹88,200 |
| 3 | Dismantling of flexible pavements for sewer line and manholes and disposal of dismantled materials up to a lead of 50 metres as directed by Engineer 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.
(a) Bituminous courses | 240 | Cum. | 534 | ₹1,28,160 |
| 4 | (b) Granular courses | 360 | Cum. | 372 | ₹1,33,920 |
| 5 | 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.
(a) Depth upto 1.5 m | 500 | Cum. | 299 | ₹1,49,500 |
| 6 | (b) Add extra for overall depth of excavation above 1.5 m and upto 3.0 m (299+20.90) = 319.90 | 750 | Cum. | 319.9 | ₹2,39,925 |
| 7 | (c) Add extra for overall depth of excavation above 3.0 m and upto 4.5 m (299+47.80) = 346.80 | 375 | Cum. | 346.8 | ₹1,30,050 |
| 8 | (d) Add extra for overall depth of excavation above 4.5 m and upto 6.0 m (299=83.70) = 382.70 | 300 | Cum. | 382.7 | ₹1,14,810 |
| 9 | Add extra for overall depth of excavation above 6.0 m and upto 7.5 m (299+128.50) = 427.50 | 240 | Cum. | 427.5 | ₹1,02,600 |
| 10 | Providing at site, lowering & laying in trenches, aligning & jointing of RCC pipes NP4 class (with s/s ends) IS: 458 - 2003 (amended up to date) marked and pipes from 300 mm and upto 1800 mm manufactured through vertical / vibrated casting process at all depths 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 per specification and / or 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.
(a) 600 mm internal diameter | 100 | Mtr. | 3,565 | ₹3,56,500 |
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