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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical GRAM RAKSHAWARA THANA KARARI TAH MANJHANPUR KAUSHAMBI | KAUSHAMBI | UTTAR PRADESH | 212201 | Accepted-Technical Responsive |
| 2 | Accepted-Technical | Accepted-Technical Responsive |
| 3 | Accepted-Technical | Accepted-Technical Responsive |
| 4 | Rejected-Technical VILLAGE KOSANA TEHSIL PIPAR CITY DISTRICT JODHPUR PINCODE 342601 RAJASTHAN | JODHPUR | JODHPUR | RAJASTHAN | 342601 | Rejected-Technical Non Responsive |
Tender Value
₹33.4 L
EMD Value
₹66,841
Closing Date
13 Apr 2026, 12:00 pmClosed
EXECUTIVE ENGINEER, PHED, DIS RURAL DIV III Dudu
EXECUTIVE ENGINEER, PHED, DIS RURAL DIV III Dudu
Construction and commissioning of 02 Nos. of 200 mm tube well with pipe line Balaji ka Mandir Village Ganeshpura and Devra Bhairuji ka Mandir Village Raseeli under MLA Constituency Dudu
2026_PHCJA_549862_1
01/2026-27 Dudu
Open Tender
Civil Works - Water Works
Percentage
90 days
As Per Tender
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
EXECUTIVE ENGINEER, PHED, DIS RURAL DIV III Dudu
₹66,841
Yes
20 Apr 2026
3 Apr 2026
15 Apr 2026
3 Apr 2026
13 Apr 2026
3 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 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. HDPE PE-80 PN-6 | |||||
| 1.01 | 90 mm dia | - | Mtr | - | - |
| 1.02 | 110 mm dia | - | Mtr | - | - |
| 2Earth 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 | |||||
| 3Providing, lowering, aligning, fixing in position in pipe line, B220 straight and pocket less body passage of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200 Stem - AISI- 410 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS , Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside, Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steel Insertion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning long with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.Manually Operated CI Sluice valve of Class PN-1.0 | |||||
| 3.01 | 80 mm HW | - | Each | - | - |
| 3.02 | 100 mm HW | - | Each | - | - |
| 4Construction of Tube Well from ground level and upto 100 mtr. depth to accommodate housing and assembly pipe in all type of alluvium strata, unconsolidated formation such as pebbles, boulders etc. by percussion / rotary drilling method as per IS:2800 Part 1: 1991 and IS:2800 Part II: 1979 (both amended upto date) and technical specifications for removal of overburden. The work includes the cost of lowering of casing pipe, but excludes the cost of casing pipe. | |||||
| 4.01 | Nominal bore 200 mm dia. | - | Mtr | - | - |
| 5Construction of tube well after completion of drilling by rotary method & upto 150 mtr. depth in all type of rocks by DTH system as per IS:2800 Part 1: 1991 and IS:2800 Part II: 1979 (both amended upto date) and technical specifications. The work shall be deemed completed only after obtaining sand free water. The bore well should have a throughout nominal size bore beyond casing pipe. | |||||
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