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Tender Value
₹42.3 L
EMD Value
₹21,160
Closing Date
10 Jun 2026, 5:00 pm4d left
Executive Engineer PHED Division Nimbahera
Executive Engineer PHED Division Nimbahera
WORK FOR SUPPLY AND INSTALLATION OF SUBMERSIBLE PUMPSET AND REPLACEMENT OF DAMAGED AND WORN PIPELINE OF JJY SCHEME LASDAWAN TEHSIL NIMBAHERA
2026_PHCJA_564913_1
Nit no. 05 Yr. 2026-27
Open Tender
Civil Works - Water Works
30 days
Nimbahera
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Executive Engineer PHED Division Nimbahera
₹21,160
Yes
4 Jun 2026
4 Jun 2026
11 Jun 2026
4 Jun 2026
10 Jun 2026
4 Jun 2026
4 Jun 2026 - 10 Jun 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended up to date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, 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 of following class and diameter. (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.
Supply may be in coil or straight length in 6 M/12 M. | - | Each | - | - | BI01010001010000000000000515BI0100001111 |
| 2 | HDPE PE-80 PN-6 90 mm dia | - | mtr | 306 | - | BI01010001010000000000000515BI0100001112 |
| 3 | Providing, 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. | - | Each | - | - | BI01010001010000000000000515BI0100001113 |
| 4 | 100 mm dia DI K-7 | - | mtr | 1,464 | - | BI01010001010000000000000515BI0100001114 |
| 5 | Providing 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. | - | Each | - | - | BI01010001010000000000000515BI0100001115 |
| 6 | MS pipe specials upto 600 mm dia (with minimum 5.0 mm thickness sheet) | - | kg | 126 | - | BI01010001010000000000000515BI0100001116 |
| 7 | 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 | - | cum | 200 | - | BI01010001010000000000000515BI0100001117 |
| 8 | 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 stacking serviceable material for measurements and disposal of unserviceable material as directed, with in a lead of 50 Mtr. including all safety provisions required .: | - | Each | - | - | BI01010001010000000000000515BI0100001118 |
| 9 | Ordinary rock | - | cum | 365 | - | BI01010001010000000000000515BI0100001119 |
| 10 | Hard rock(blasting prohibited) | - | cum | 782 | - | BI01010001010000000000000515BI0100001120 |
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