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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₹12.6 CrAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹15.1 Cr+₹2.5 Cr (19.5%)Admitted-Finance 1 513 VIDHYADHAR NAGAR JAIPUR 302039 | JAIPUR | JAIPUR | RAJASTHAN | 302039 | L2 | Admitted-Finance | ||
| 3 | L3₹24.8 Cr+₹12.2 Cr (96.5%)Admitted-Finance A 332 SECTOR B ROHINI DELHI | DELHI | NORTH DELHI | DELHI | 110085 | L3 | Admitted-Finance | ||
| 4 | Rejected-Technical | - | Rejected-Technical Non Responsive | ||
| 5 | 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
₹19.7 Cr
EMD Value
₹39.4 L
Closing Date
7 Apr 2026, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
EXECUTIVE ENGINEER
KDA KOTA
Trenchless Work for Sewerage work Near Kotri Talab at Canal Road Kota
2026_UITKo_547140_1
39/2025-26 (50)
Open Tender
Civil Works
Percentage
240 days
KDA KOTA
Please refer Tender documents.
2 documents required · 2 mandatory
₹7,500
Online Through SSO Portal
₹39.4 L
Yes
17 Apr 2026
18 Mar 2026
8 Apr 2026
18 Mar 2026
7 Apr 2026
18 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 |
|---|---|---|---|---|---|
| 1Supply and Pushing of MS casing pipe of specified thickness by trenchless method adopting micro-tunnelling or any suitable mechanical technology or technology approved by Railway below ground at all depth under running traffic condition as per railway standard including carrying out survey work at the job site for determining underground cable trenches like telephone, cable, water & sanitary lines and resistivity test for finding the soil strata using necessary equipment’s for completion of works, mobilizing of machineries and specialized crew at the job site complete in all respect, including excavation of driven pit and exit pit (upto 3 metre depth) with proper protection at three sites with shoring sheets and ISMB's. Providing MS cutting edges for front shield and Constructing thrust bed at designated level. Necessary de-watering and providing concrete foundation at the base of the driven pit, PVC/Rubber saddle as per the requirement of Railway Authority, crane for handing of pipe and any other machinery, tools, and tacklesrequired, construction of temporary works as per requirement and as per approved by railway authorities, specification and the direction of the Engineer. (Protective coating/ lining if done that will be paid extra) Note- 1. Manual Pipe jacking is not permitted for workmensafety reasons. 2. 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. | |||||
| 1.1 | In rock | - | - | - | - |
| 1.2 | 800 mm dia 12 mm thick casing pipe | 605 | RM | 2,87,500 | ₹17,39,37,500 |
| 2Providing, lowering, laying, aligning, fixing in position at and jointing at all level/ depths ISI marked HDPE pipes of PE-100 grade and PN 6 for sewer application as per IS 14333-1996 (amended upto date) in trenches in complete including all material, labour, sectional hydro testing (including the cost and conveyance of water to site for testing) and commissioning as per Technical Specifications and as per direction of 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 | |||||
| 2.1 | 630 mm Nominal Dia | 605 | RM | 18,050 | ₹1,09,20,250 |
| 3Earth 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. | |||||
| 3.1 | In all types soils/ saturated soil such as moorum, sand, sandy silt,
clay, black cotton soil, kankar, etc. | - | - | - | - |
| 3.2 | Depth upto 1.5 m | 850 | Cum | 299 | ₹2,54,150 |
| 3.3 | Add extra for over all depth of excavation above 1.5 m and upto 3.0 m over item no 3.1 | 360 | Cum | 20.9 | ₹7,524 |
| 3.4 | Add extra for over all depth of excavation above 3.0 m and upto 4.5 m over item no 3.1 | 175 | Cum | 47.8 | ₹8,365 |
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