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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹88.0 LAdmitted-Finance | -29.52% | ₹88.0 L | L1 | Admitted-Finance |
| 2 | L2₹94.0 L+₹5.9 L (6.75%)Admitted-Finance | -24.76% | ₹94.0 L+₹5.9 L (6.75%) | L2 | Admitted-Finance |
| 3 | L3₹97.9 L+₹9.8 L (11.2%)Admitted-Finance | -21.66% | ₹97.9 L+₹9.8 L (11.2%) | L3 | Admitted-Finance |
| 4 | L4₹98.7 L+₹10.6 L (12.1%)Admitted-Finance | -21.00% | ₹98.7 L+₹10.6 L (12.1%) | L4 | Admitted-Finance |
| 5 | L5₹1.1 Cr+₹17.8 L (20.2%)Admitted-Finance | -15.28% | ₹1.1 Cr+₹17.8 L (20.2%) | L5 | Admitted-Finance |
Tender Value
₹1.2 Cr
EMD Value
₹2.5 L
Closing Date
2 Feb 2026, 6:00 pmClosed
GM RSRDC LTD JAIPUR
GM RSRDC LTD SETU BHAWAN, JHALANA DOONGARI, JAIPUR
Shifting of Pipe Line at Km. 2/0 to 15/0 on Kotputli Sikar Kuchaman Road
2026_RSRDC_531354_1
RSRDC NIT No. 649/2025-26 Dated 22.01.2026 Sl No 4
Open Tender
Civil Works - Roads
Percentage
90 days
Kotputli Sikar Kuchaman Road
PLEASE REFER TENDER DOCUMENTS
2 documents required · 2 mandatory
₹2,360
PD RSRDC UNIT SIKAR THROUGH NEFT/RTGS/IMPS
₹2.5 L
11 Feb 2026
23 Jan 2026
3 Feb 2026
23 Jan 2026
2 Feb 2026
24 Jan 2026
PIPE LINE
Providing, lowering, laying in trenches, aligning, fixing in position and Jointing Ductile Iron (DI) ISI marked K-7 grade S&S pipes as per 15:8329-2000 (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 Engincer-in-charge. (excluding earth work) Note: Providing and fixing of allrequisite specials as per drawing, design and layout are Inclusive in RM measurement of the item and shall not be pald separately.
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, speclals (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 speclals as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately
90 MM HDPE PIPE PN-80 PN-6
110 MM HDPE PIPE PN-80 PN-6
Providing, lowering, aligning, fixing in position in pipe line, CI D/F Slulce valves 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 -SS 304,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 along with pipe line as per Technical Specifications and as per direction of Engineerin-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work.
Manually Operated Resilient Seated Sluice Valves of Class PN 1.0/1.6
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
Dismantling of cement concrete pavement for pipe line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work.
Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, complete work as per technical specification and scope of work.
M20 grade NominalMix1: 1.5: 3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20mm nominal size).
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