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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4,948.72Accepted-Finance | ₹4,948.72 | L1 | Accepted-Finance Accept |
| 2 | L1₹5,127.73Accepted-Finance | ₹5,127.73 | L1 | Accepted-Finance Accept |
| 3 | L3₹5,778.43Accepted-Finance 0 322230 | KARAULI | RAJASTHAN | 322230 | ₹5,778.43 | L3 | Accepted-Finance Accept |
| 4 | L4₹7,418.37Accepted-Finance | ₹7,418.37 | L4 | Accepted-Finance Accept |
Tender Value
₹5 L
EMD Value
₹10,000
Closing Date
25 Feb 2026, 6:00 pmClosed
Executive Engineer (Project) PHED Div Sardarshahar
Executive Engineer (Project) PHED Div Sardarshahar
Annual Rate Contract for Disconnection of illegal connection of UWSS Sardarshahar under revenue sub division sardarshahar
2026_PHCJA_539284_1
65/2025-26
Open Tender
Public Health Estate Works
90 days
Sardarshahar
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
e-GRAS 4836-X.EN Project Div SARDARSHAHR
₹10,000
Yes
6 Mar 2026
16 Feb 2026
26 Feb 2026
16 Feb 2026
25 Feb 2026
16 Feb 2026
Disconnection of water connection from existing pipe line in all type of soils up to 1.5 mtr depth by digging out suitable size of pit at site of work, with cutting of service line and refixing of clamp revolving it 180 degree refill the pit from excavated sand by ramming it & upto ground level for entire job contractor will use his own T&P & labour.
Add on above item no. 7 for B.T. Road
Add on above item no. 7 for CC Road
Add on above item no. 7 if depth of pipe line is above 1.5 mtr and up to 3.0 mtr
Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.: All kinds of soil
Providing and laying in position cement concrete M10 grade nominal mix 1:3:6 (1 Cement : 3coarse sand : 6 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, complete work as per technical specification and scope of work.
Removing & Re-fixing of Precast concrete interlocking blocks for laying of pipe line by manual method, stacking of serviceable & non serviceable material separately, disposal of dismantled material lead up to 50 mtr. The C.C. interlocking paving blocks be laid on average 25 mm thick bed of coarse sand and the joints to be filled with fine sand. Laying procedure on compacted sub base as defined. Complete job is to be executed as per the directions of Engineer in charge. The rates to be inclusive of fixing of 70 percent reusable precast concrete interlocking block and cost of required new precast concrete interlocking block against damaged, including all lead and lift as per Technical specifications. (Interlocking block manufactured by fully computerized automatic stationery hydraulic vibro pressed machine & full computerized automatic batching plant of class A-1 as per BS:6717-2001. Tensile splitting strength and breaking load as per BS: 6717-2001 Colour: Grey cement natural colour. Variation in Dimension : Less than 1.6 mm Variation in thickness: Less than 3.2 mm) Note: If existing precast block used more than 70%, than for every 1% use above 70%, deduction of 1% in cost shall be done for every 1% use above 70%.
80 mm thick.
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