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Tender Value
₹25 L
EMD Value
₹50,000
Closing Date
19 Jun 2026, 6:00 pm
Executive Engineer
UIT Office Model Town, Sri Ganganagar.
Maintenance and operation of sewer lines and drainage of water by removing silt from sewer lines with super sucker machines Including repair of sewer lines and manhole.
2026_UITSG_565425_1
NIT 10 (2026-27) RajKaj Ref No. 22576224 Date 02-06-2026
Open Tender
Civil Works
180 days
Sri Ganganagar
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Secretary, UIT
₹50,000
Yes
8 Jun 2026
8 Jun 2026
22 Jun 2026
8 Jun 2026
19 Jun 2026
8 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1 | 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. depth of excavation above 3 m and upto 4.5 m | - | Cum | 346.8 | - | itemH1Code1 |
| 2 | Providing, fixing and constructing of pre-cast RCC M-40 grade circular manholes with internal dia 1.0m and up to specified depth having pre-cast RCC M-40 grade circular manhole cover frame (ID 0.56m, OD 0.92m), conical piece (top ID 0.56m, bottom ID 1.0m, vertical height 0.805m, wall thickness 125mm), and circular rings of required heights (ID 1.0m, height 150/225/300/600 mm, wall thickness 125mm) below conical piece as per required depth of manhole and having steel reinforcement in conical piece @ not less than 80 kg per cum of concrete, including cast-in-situ PCC M-10 grade (1:3:6) foundation of 1.625m dia and 150mm thickness, PCC M15 grade circular wall ID 0.925m, wall thickness 200mm, height equal to ID of sewer pipe + one wall thickness of pipe + 50 mm (to flush the manhole frame with road top, height of wall can be increased but not more than 100mm), PCC M15 grade benching and channel portion and up to top level of sewer pipe etc complete with curing compaction and form work, supplying and fixing heavy duty SFRC manhole cover as per IS 12592 (Part I and II), supplying and fixing plastic encapsulated CI/MS foot steps / SFRC foot steps, including cost of shuttering, steel reinforcement, testing for water tightness etc. complete in all respect as per drawing, as per specification and the direction of the Engineer. Note:- Excavation of earth work and road cutting for manhole will be measured and paid separately. 17.59.1 Pre-cast RCC M-40 grade circular manhole conical piece with inbuilt cover and frame (height 0.805), cast-in-situ PCC M-10 grade foundation, PCC M15 grade circular wall ID 0.925m, wall thickness 200mm, wall height equal to ID of sewer pipe + one wall thickness of pipe + 50 mm, PCC M15 grade benching and channel portion. Depth of manhole shall be measured from top of manhole cover upto lowest invert of pipe. (Depth includes in the item = height of Conical piece + ID of Sewer pipe + 1 Wall thickness of pipe + 50mm) | - | Each Manhole | 14,150 | - | itemH1Code2 |
| 3 | Providing and fixing pre-cast RCC M-40 grade circular ring of ID 1.0m, wall thickness 125mm, height 150/225/300/600 mm for constructing extra depth of manhole beyond depth mentioned in item no-17.59.1 as per drawing. | - | Meter | 6,990 | - | itemH1Code3 |
| 4 | 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. 200 mm internal diameter | - | Meter | 644 | - | itemH1Code4 |
| 0.9 | 250 mm internal diameter | - | Meter | 856 | - | itemH1Code5 |
| 0.0 | 300 mm internal diameter | - | Meter | 1,202 | - | itemH1Code6 |
| 0.9 | 400 mm internal diameter | - | Meter | 1,989 | - | itemH1Code7 |
| 0.0 | 500 mm internal diameter | - | Meter | 2,550 | - | itemH1Code8 |
| 0.0 | 700 mm internal diameter | - | Meter | 4,640 | - | itemH1Code9 |
| 0.9 | 900 mm internal diameter | - | Meter | 7,180 | - | itemH1Code10 |
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