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Tender Value
₹12.9 Cr
EMD Value
₹25.8 L
Closing Date
27 Jul 2026, 6:00 pm
ACE PHED Region I Jodhpur
O/o ACE PHED Region I Jodhpur
Work of Const of RGF Plant, CWR, PH and Rising Pipeline at the Phulad Dam in M.J. to provide clean drinking water to 6 villages of Gram Panchayat Phulad and 34 Tail End Villages of Jawai Pipeline in Pali under BA including 5 year OandM
2026_PHCJO_572905_1
NIB NO 02/2026-27 ACE PHED REGION I JODHPUR
Open Tender
Civil Works - Water Works
730 days
Pali
As per TD
2 documents required · 2 mandatory
₹25,000
EE PHED DN Sojat
₹25.8 L
Yes
O/o ACE PHED Region I Jodhpur
3 Jul 2026
3 Jul 2026
28 Jul 2026
3 Jul 2026
27 Jul 2026
3 Jul 2026
13 Jul 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 |
|---|---|---|---|---|---|
| 1 | PHED (R) BSR 2023 - 1.1 - 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. | - | - | - | - |
| 2 | PHED (R) BSR 2023 - 1.1.2 - 100 mm | - | RMT | 1,464 | - |
| 3 | PHED (R) BSR 2023 - 1.1.4 - 200 mm | - | RMT | 2,554 | - |
| 4 | PHED (R) BSR 2023 - 1.1.5 - 250 mm | - | RMT | 3,307 | - |
| 5 | PHED (R) BSR 2023 - 1.1.6 - 300 mm | - | RMT | 4,221 | - |
| 6 | PHED (R) BSR 2023 - 1.15 - 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. | - | - | - | - |
| 7 | PHED (R) BSR 2023 - 1.15.1 - MS pipe specials up to 600mm dia (with minimum 5mm thickness sheet) | - | Kg | 126 | - |
| 8 | PHED (R) BSR 2023 - 2.21 - Plate Earthling as per IS:3043 with copper Earth plate of size 600mm x 600 mm x 3.0mm by embodying 3 to 4 mtr. Below the ground level with 25 mm dia. G.I. ‘B’ class watering Pipe including all accessories like nut, bolts, reducer, nipple, wire meshed funnel, and C.C. finished chamber covered with hinged type with locking arrangement C.I. Cover, C.I Frame of size 300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required. | - | Each | 3,651 | - |
| 9 | PHED (R) BSR 2023 - 3.4 - Construction of RCC (Dome type) Clear Water Reservoir of following capacity as per Scope of work and Technical specification, consisting of the following main activities: - | - | - | - | - |
| 10 | PHED (R) BSR 2023 - - a) Topographic survey, preparation of site contour plan, conducting SBC test and its approval from department before construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. .
b) Excavation in all types of soil, PCC below foundation & all RCC Work including all labour and material charges including providing and fixing of accessories such as SS ladder, SS manhole frame and covers, water level indicator (float type), SS ventilator with SS screen, float valve, puddle collars, G.I. pipe railing around walk way, Top Dome/Slab, Staircase.
c) CWR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the vertical wall of CWR. The plinth protection shall consist of 150mm thick PCC in M-15 concrete over 150mm thick compacted soil fill.
d) Providing and applying two coats of food grade epoxy paint on the inside surface of the roof slab, and 600 mm height of the vertical wall.
e) Successful hydro test and water tightness test as per I.S. code.
f) Providing and applying three coats of anti-carbonation paint on the roof Slab.
g) Providing and applying three coats of cement-based paint on the remaining external surface area of the structure. | - | - | - | - |
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