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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.6 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹20.2 L+₹58,694.26 (3.00%)Admitted-Finance | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Sri Kailash nath chaturvedi L2 | indrajeet agencies L1 |
|---|---|---|---|---|---|
| 1.00 | Dewatering work by 10 HP Diesel pump set with operator & P.O.L. | 150 | Hrs. | 138.79 ₹20,818.5 | 134.75 ₹20,212.5 Lowest |
| 2.01 | (i lift) Making Diversion drain With o/soil up to 1.50 m. lift & 30m.lead i/all complet. | 618.75 | cum. | 63.45 ₹39,259.69 | 61.6 ₹38,115 Lowest |
| 2.02 | (ii lift) Making Diversion drain With o/soil up to 1.50 m. to 1.80 m. lift & 30m. lead i/all complet. | 105.75 | cum. | 65.43 ₹6,919.22 | 63.53 ₹6,717.77 Lowest |
| 2.03 | (iii lift) Making Diversion drain With o/soil up to 1.80 m. to 2.10 m. lift & 30m. lead i/all complet. | 63 | cum. | 67.81 ₹4,272.03 | 65.84 ₹4,147.61 Lowest |
| 3.01 | (i lift) Earth work excavation in ordinary soil / kanker mixed hard soil I/c Up to 1.50 m. lift and 30 m. lead | 769.86 | cum. | 63.45 ₹48,847.62 | 61.6 ₹47,423.38 Lowest |
| 3.02 | (ii lift) Earth work excavation in ordinary soil kanker mixed hard soil I/c Up to 1.50 m. to 1.80 m lift and 30 m. lead | 233.53 | cum. | 65.43 ₹15,279.87 | 63.53 ₹14,834.99 Lowest |
| 3.03 | (iii lift) Earth work excavation in ordinary soil kanker mixed hard soil I/c Up to 1.80 m. to 2.10 m lift and 30 m. lead | 265.42 | cum. | 67.41 ₹17,891.96 | 65.45 ₹17,371.74 Lowest |
| 3.04 | (iv lift) Earth work excavation in ordinary soil kanker mixed hard soil I/c Up to 2.10 m. to 2.40 m lift and 30 m. lead | 297.41 | cum. | 69.4 ₹20,640.25 | 67.38 ₹20,038 Lowest |
| 3.05 | (v lift) Earth work excavation in ordinary soil kanker mixed hard soil I/c Up to 2.40 m. to 2.70 m lift and 30 m. lead | 329.75 | cum. | 71.38 ₹23,537.56 | 69.3 ₹22,851.68 Lowest |
| 3.06 | (vi lift) Earth work excavation in ordinary soil kanker mixed hard soil I/c Up to 2.70 m. to 3.00 m lift and 30 m. lead | 301.15 | cum. | 74.35 ₹22,390.5 | 72.19 ₹21,739.42 Lowest |
Tender Value
Refer Docs
EMD Value
₹2.0 L
Closing Date
4 Mar 2021, 10:00 amClosed
Executive Engineer Minor Irrigation Division Prj
Office of the Executive Engineer Minor Irrigation Division 321/1 shivkuti teliyarganj Prayagraj
Construction of check dam Dadwa Mahokhari at village Dadwa mahokhari, Block-Baba Belkharnath Dhaam Distt.-Pratapgarh
2021_UPMID_559186_1
1674/M.I./Ac/N.Suchna/20-21 Dt 18.02.21
Open Tender
Civil Works
Item Rate
30 days
village Dadwa mahokhari, Block-B B N D
as per tender notice
2 documents required · 2 mandatory
₹900
Executive Engineer Minor Irrigation Division Prj
₹2.0 L
Yes
5 Mar 2021
27 Feb 2021
4 Mar 2021
27 Feb 2021
4 Mar 2021
27 Feb 2021
27 Feb 2021 - 2 Mar 2021
Amount
Dewatering work by 10 HP Diesel pump set with operator & P.O.L.
(i lift) Making Diversion drain With o/soil up to 1.50 m. lift & 30m.lead i/all complet.
(ii lift) Making Diversion drain With o/soil up to 1.50 m. to 1.80 m. lift & 30m. lead i/all complet.
(iii lift) Making Diversion drain With o/soil up to 1.80 m. to 2.10 m. lift & 30m. lead i/all complet.
(i lift) Earth work excavation in ordinary soil / kanker mixed hard soil I/c Up to 1.50 m. lift and 30 m. lead
(ii lift) Earth work excavation in ordinary soil kanker mixed hard soil I/c Up to 1.50 m. to 1.80 m lift and 30 m. lead
(iii lift) Earth work excavation in ordinary soil kanker mixed hard soil I/c Up to 1.80 m. to 2.10 m lift and 30 m. lead
(iv lift) Earth work excavation in ordinary soil kanker mixed hard soil I/c Up to 2.10 m. to 2.40 m lift and 30 m. lead
(v lift) Earth work excavation in ordinary soil kanker mixed hard soil I/c Up to 2.40 m. to 2.70 m lift and 30 m. lead
(vi lift) Earth work excavation in ordinary soil kanker mixed hard soil I/c Up to 2.70 m. to 3.00 m lift and 30 m. lead
Removal of slush from nala bed before excavation s.soil Up to 2.40 m. to 2.70 m lift and 30 m. lead
Earth work excavation in foundation in mar kabar ordinary & kanker mixed saturated soil crest, wing wall etc. Beyond 1.50 lift and 30 m. lead
P.C.C. Work with 1:3:6 (cement,c/sand & 20-40 mm s/ballast i/all cost of material, labour etc. Required for proper completion of work.
R.C.R. Stone masonary work in 1:4 (cement :c/sand) morter i/all the cost of material, labour etc. required for proper complition of the work in foundation.
R.C.R. Stone masonary work in 1:4 (cement :c/sand) morter i/all the cost of material, labour etc. required for proper complition of the work in superstructure.
R.R. Stone masonary work in 1:4 (cement :c/sand) morter i/all the cost of material, labour etc. required for proper complition of the work in superstructure.
P.C.C. Work with 1:2:4 (cement,c/sand & 10-20 mm s/ballast i/all cost of material, labour etc. Required for proper completion of work.
Plaster work 1:3 (cement :c/sand) morter on stone masonary i/all the cost of material, labour etc. required for proper complition of the work.
Raised pointing work 1:2 (cement :c/sand) morter on stone masonary i/all the cost of material, labour etc. required for proper complition of the work.
Laying of C/Sand in inverted filter including cost of material, labour etc.
Laying of Gravel/Mooram in inverted filter including cost of material, labour etc.
Laying of 20-40 Sballast in inverted filter including cost of material, labour etc.
Laying of dry stone boulder filling in inverted filter including cost of material, labour etc.
(i) Removal of cofferdam up to 1.50 m. lift.
(ii) Removal of cofferdam Beyond 1.50 m. to 1.80 m lift.
(iii) Removal of cofferdam Beyond 1.80 m. to 2.10 m lift.
(iv) Removal of cofferdam Beyond 2.10 m. to 2.40 m lift.
(v) Removal of cofferdam Beyond 2.40 m. to 2.70 m lift.
(vi) Removal of cofferdam Beyond 2.70 m. to 3.00 m lift.
Sri Kailash nath chaturvedi
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