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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.2 LAccepted-Finance | ₹6.2 L | L1 | Accepted-Finance Due to lower Rates |
| 2 | L2₹6.3 L+₹10,588 (1.71%)Rejected-Finance 0 MATADIN KAKRAHI KAKRAHI BHARTHANA ETAWA ETAWAH UTTAR PRADESH 206242 | ETAWAH | UTTAR PRADESH | 206242 | ₹6.3 L+₹10,588 (1.71%) | L2 | Rejected-Finance Due to higher Rates |
| Sl No | Description | Qty | Unit | M/S SANJEEV KUMAR L2 | TITHARTH CONSTRUCTION PRIVATE LIMITED L1 |
|---|---|---|---|---|---|
| 1.00 | Excavation of Soil (any type) using Hydraulic Excavator and CK 90 excavation with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead up to 30 mtr | 1 | cum | 42.63 ₹42.63 | 41.91 ₹41.91 Lowest |
| 2.00 | Compaction of earth | 1 | Cum | 117.86 ₹117.86 | 115.88 ₹115.88 Lowest |
| 3.00 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) | 1 | sqm | 263.29 ₹263.29 | 258.86 ₹258.86 Lowest |
| 4.00 | Plain/Reinforced cement concrete RCC Grade M25 With Batching Plant, Transit Mixer and Concrete Pump in sub-structure complete as per drawing and Technical Specifications Height upto 5m | 1 | cum | 7,071.03 ₹7,071.03 | 6,952.19 ₹6,952.19 Lowest |
| 5.00 | Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete. | 1 | Qtl | 9,424.35 ₹9,424.35 | 9,265.96 ₹9,265.96 Lowest |
| 6.00 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. | 1 | cum | 5,434.98 ₹5,434.98 | 5,343.64 ₹5,343.64 Lowest |
| 7.00 | Providing, Stringing out, cutting, Jointing and testing of ISI Marked C.I. Pipes Class-LA per IS:1536 and laying the same in trenches to correct alignment and gradients,jointed with rubber tyton joints fitted complete including all cartage. (300 i/d pipe laid complelty) | 1 | mtr | 6,588.2 ₹6,588.2 | 6,477.47 ₹6,477.47 Lowest |
| 8.00 | Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(gunmetal) working parts Sluice Valves ISI marked 14846-2000, including jointing , testing & cost of Nut ,Bolt & insertion sheet, all carriage complete (with the approval of Engineer in-charge). Class PN -1 as per ISI 300 mm i/d sluice valve flanged | 1 | each | 32,937.94 ₹32,937.94 | 32,384.36 ₹32,384.36 Lowest |
| 9.00 | Proving & fixing ISI Marked Non-return valves flanged end class PN-1.0 as per IS:5312/2004 in pipe lines including jointing & cost of Nut Bolt , rubber insertion etc. complete. Note: If Non-return valves class PN-1.6 is used instead of class PN-1.0 , than 5% will be paid extra. Class PN-1.0 as per ISI with rubber Flap 300mm i/d Non-return valve | 1 | each | 37,515.99 ₹37,515.99 | 36,885.47 ₹36,885.47 Lowest |
| 10.00 | Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire confoming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 18 kg, Including excavation for trimming for prepration of bed Boulder Apron laid in wire crates | 1 | cum | 3,126.74 ₹3,126.74 | 3,074.19 ₹3,074.19 Lowest |
Tender Value
₹5.5 L
EMD Value
₹10,914
Closing Date
28 Oct 2024, 9:00 amClosed
Executive Engineer Devigarh Patiala Division
Executive Engineer/Devigarh Patiala Canal and Ground Water Division WRD Punjab Patiala
Estimate for Construction of Escape at RD 24900 of Sekhupura Minor
2024_WR_128592_5
14/2024-25
Open Tender
Civil Works
Item Rate
60 days
Patiala
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
Yes
₹10,914
Yes
7 Aug 2025
10 Oct 2024
28 Oct 2024
10 Oct 2024
28 Oct 2024
10 Oct 2024
Amount
Excavation of Soil (any type) using Hydraulic Excavator and CK 90 excavation with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead up to 30 mtr
Compaction of earth
Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
Plain/Reinforced cement concrete RCC Grade M25 With Batching Plant, Transit Mixer and Concrete Pump in sub-structure complete as per drawing and Technical Specifications Height upto 5m
Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete.
Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
Providing, Stringing out, cutting, Jointing and testing of ISI Marked C.I. Pipes Class-LA per IS:1536 and laying the same in trenches to correct alignment and gradients,jointed with rubber tyton joints fitted complete including all cartage. (300 i/d pipe laid complelty)
Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(gunmetal) working parts Sluice Valves ISI marked 14846-2000, including jointing , testing & cost of Nut ,Bolt & insertion sheet, all carriage complete (with the approval of Engineer in-charge). Class PN -1 as per ISI 300 mm i/d sluice valve flanged
Proving & fixing ISI Marked Non-return valves flanged end class PN-1.0 as per IS:5312/2004 in pipe lines including jointing & cost of Nut Bolt , rubber insertion etc. complete. Note: If Non-return valves class PN-1.6 is used instead of class PN-1.0 , than 5% will be paid extra. Class PN-1.0 as per ISI with rubber Flap 300mm i/d Non-return valve
Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire confoming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 18 kg, Including excavation for trimming for prepration of bed Boulder Apron laid in wire crates
Construction of brick masonry inspection chambers size as given below upto 0.60 metre average depth in 1:5 cement sand mortar, C.C.1:4:8 ( 150mm thick) in foundation, cement concrete 1:2:4 benching 12.50mm thick cement plaster 1:2 with a floating coat of 1mm thick of neat cement, R.C.C. 1:2:4 slabs 100mm thick cement concrete topping 50mm thick with 455mm x 455mm, 455mm x 610mm inside R.C.C. inspection chamber cover and frame (Weight as per I.S.I specifications) painted with 3 coats of black bitumastic paint conforming to I.S.I complete as per standard design 600x900 inside with 455 mmx455 mm cover and light duty medium seal
M/S SANJEEV KUMAR
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