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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical as per attachment |
| 2 | Rejected-Technical | Rejected-Technical as per attachment |
Tender Value
₹32.6 L
EMD Value
₹65,255
Closing Date
3 Aug 2026, 1:00 pmClosed
Executive Engineer PHED Division Malpura
Executive Engineer PHED Division Malpura
Work For Shifting of Existing DI Pipelines from Municipal Land under urban area malpura, Sub division Malpura,
2026_PHCJA_576872_1
EE PHED DIV MALPURA 82/2026-27
Open Tender
Civil Works
Percentage
90 days
Executive Engineer PHED Division Malpura
As Per Tender Document
3 documents required · 3 mandatory
₹1,000
Executive Engineer PHED Division Malpura
₹65,255
Yes
14 Aug 2026
23 Jul 2026
4 Aug 2026
23 Jul 2026
3 Aug 2026
23 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 |
|---|---|---|---|---|---|
| 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 | 250 mm | 380 | RMT | 2,802.54 | ₹10,64,965.2 |
| 1.02 | 300 mm | 380 | RMT | 3,577.12 | ₹13,59,305.6 |
| 2 | 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 | 461 | CUM | 169.49 | ₹78,134.89 |
| 3Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirming to BS-EN-1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanised rubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS AISI 316/410 Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvanised steel) Insertion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along 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 Resilient Seated Sluice Valves of Class PN 1.6 | |||||
| 3.01 | 250 mm dia | 1 | Each | 41,339.83 | ₹41,339.83 |
| 3.02 | 300 mm dia | 1 | Each | 52,650.85 | ₹52,650.85 |
| 4Construction of RCC Sluice valve chamber for different type of valves including earthwork excavation, 100mm PCC M15 as levelling course, RCC M25 grade for base slab, side wall & cover slab , including cost of steel reinforcement , form work, Pre-cast slabs, plastic encapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as per specifications and standard drawings and as per direction of Engineer-in-Charge. Rates are exclusive of GST. | |||||
| 4.01 | For Class-A loading Sluice valve chamber of size1.26m x1.185m x1.82m
for pipe size-from 200-to-300mm | 2 | Each | 36,864.41 | ₹73,728.82 |
| 5Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning Technical Specifications and as per direction of Engineer. Class PN 1.0 | |||||
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