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Tender ID
| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical As per attachment |
| 2 | Not Admitted-Fee/PreQual/Technical | Not Admitted-Fee/PreQual/Technical Others-Dis-Qualified Due to non Submission of Short Amount of TD,EMD,RISL fess. |
Tender Value
₹13.4 L
EMD Value
₹26,861
Closing Date
16 Apr 2026, 6:00 pmClosed
Executive Engineer PHED Division Malpura
Executive Engineer PHED Division Malpura
REPLACEMENT OF CENTRIFUGAL PUMP SETS AGAINST THE OLD UNSERVICEABLE PUMP SETS AND REPAIRING OF KASHIPURA ROAD PUMP HOUSE UNDER COLLECTOR POWER EMERGENT WORK IN SUB DIVISION PEEPLU
2026_PHCJA_550588_1
EE PHED DIV MALPURA 3/2025-26
Open Tender
Civil Works - Water Works
Percentage
10 days
Executive Engineer PHED Division Malpura
As Per Tender Document
3 documents required · 3 mandatory
₹1,000
Executive Engineer PHED Division Malpura
₹26,861
Yes
20 Apr 2026
8 Apr 2026
17 Apr 2026
8 Apr 2026
16 Apr 2026
8 Apr 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 |
|---|---|---|---|---|---|
| 1Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-7 grade S&S pipes as per IS:8329-2000 (amended up to date), with internal cement mortar lining suitable for potable water with rubber ring (EPDM) joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges, including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work) Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. | |||||
| 1.01 | 100 mm | 70 | RMT | - | - |
| 2Manufacturing, supplying ,lowering, laying and jointing in position to correct line spirally welded SAW/Fabricated MS Pipe having bevelled end plates / coils, confirming to IS 3589-2001 or its latest revision/ amendments, for following thickness and inside diameter, including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges, including cost of labour and material, specials (Tee, bend etc.), field joints, satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge; (excluding earthwork, internal lining and outer coating). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. | |||||
| 2.01 | Outer dia of pipe 219.1 mm and thickness 4.5 mm | 6 | RMT | - | - |
| 2.02 | Outer dia of pipe 273 mm and thickness 5 mm | 7 | RMT | - | - |
| 3Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depths in trenches complete including all taxes, material, labour, inside lining, outside coating, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge. | |||||
| 3.01 | MS pipe specials up to 600mm dia (with minimum 5 mm thickness sheet) | 650 | Kg | - | - |
| 4Supply & Fixing of ISI marked three core PVC flat submersible cable as per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980 including making connection etc. | |||||
| 4.01 | 3 core 10.0 Sq.mm | 100 | Mtr | - | - |
| 5 | 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 | 50 | Cum | - | - |
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