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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 CrAdmitted-Finance | ₹1.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.7 Cr+₹8.7 L (5.50%)Admitted-Finance | ₹1.7 Cr+₹8.7 L (5.50%) | L2 | Admitted-Finance |
| 3 | L3₹1.8 Cr+₹16.5 L (10.4%)Admitted-Finance | ₹1.8 Cr+₹16.5 L (10.4%) | L3 | Admitted-Finance |
| 4 | L4₹1.9 Cr+₹29.5 L (18.6%)Admitted-Finance | ₹1.9 Cr+₹29.5 L (18.6%) | L4 | Admitted-Finance |
| 5 | L5₹2.1 Cr+₹49.5 L (31.2%)Admitted-Finance | ₹2.1 Cr+₹49.5 L (31.2%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Amarnath Singh Singwal L5 | RANA CONSTRUCTION L2 | Prakash Chandra Punetha L3 | M/S Khim Singh Bora L1 | devki nandan joshi L4 |
|---|---|---|---|---|---|---|---|---|
| .01Note- The Contractor shall quote his/ their rates without GST. GST will be paid extra by the Department as per prevailing rate at the time of payment. | ||||||||
| 1.00Construction of 1 m span R.C.C. scupper as per standard drawing required for proper completion of work. | ||||||||
| 1.01 | Excavation in foundation for retaining & breast walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in - charge | 386.32 | Cum | 395 ₹1,52,596.4 | 300 ₹1,15,896 | 378 ₹1,46,028.96 | 278.25 ₹1,07,493.54 | 250 ₹96,580 Lowest |
| 1.02 | Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. | 80 | Cum | 3,927 ₹3,14,160 | 3,143.6 ₹2,51,488 | 3,733 ₹2,98,640 | 2,750.65 ₹2,20,052 Lowest | 3,100 ₹2,48,000 |
| 1.03 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random rubble masonry In cement mortar (1:5) | 82.56 | Cum | 4,075 ₹3,36,432 | 3,262.32 ₹2,69,337.14 | 3,874 ₹3,19,837.44 | 2,854.53 ₹2,35,670 Lowest | 3,300 ₹2,72,448 |
| 1.04 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:3.6 | 26.25 | Cum | 6,455 ₹1,69,443.75 | 5,166.08 ₹1,35,609.6 | 6,135 ₹1,61,043.75 | 4,520.32 ₹1,18,658.4 Lowest | 6,000 ₹1,57,500 |
| 1.05 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203Nominal mix (1:2.5:5) | 1.5 | Cum | 6,327 ₹9,490.5 | 5,063.28 ₹7,594.92 | 6,013 ₹9,019.5 | 4,430.37 ₹6,645.56 Lowest | 6,000 ₹9,000 |
| 1.06 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) R.C.C. grade M 25 | 17.2 | Cum | 9,208 ₹1,58,377.6 | 7,368 ₹1,26,729.6 | 8,749 ₹1,50,482.8 | 6,447 ₹1,10,888.4 Lowest | 8,000 ₹1,37,600 |
| 1.07 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202(The reinforcement steel shall be procured from original (primary) steel producers as per clause no. 2011.3.1 of MORD specifications (First revision'2014) and IS 786:2008 clause no.1.6) | 14.24 | Qtl | 9,392 ₹1,33,742.08 | 7,135 ₹1,01,602.4 | 7,975 ₹1,13,564 | 5,876.49 ₹83,681.16 Lowest | 7,000 ₹99,680 |
| 1.08 | Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) | 39.61 | Cum | 1,032 ₹40,877.52 | 827.84 ₹32,790.74 | 870 ₹34,460.7 | 827.84 ₹32,790.74 | 750 ₹29,707.5 Lowest |
Tender Value
Refer Docs
EMD Value
₹5.3 L
Closing Date
2 Feb 2024, 1:00 pmClosed
Superintending Engineer
Superintending Engineer 1st Circle PWD Almora
Improvement of Kheti Dhuragaon Seraghat Motor Road in Jageshwar Constituency District Almora Under State Sector
2024_pwd_67747_1
228/Nivida-01/2023-24 dated 12/01/2024
Open Tender
Civil Works
Item Rate
455 days
Jageshwar
As per technical bid
2 documents required · 2 mandatory
₹5,900
EE CD PWD Almora
₹5.3 L
A
26 Feb 2024
16 Jan 2024
2 Feb 2024
16 Jan 2024
2 Feb 2024
25 Jan 2024
24 Jan 2024
Amount
Note- The Contractor shall quote his/ their rates without GST. GST will be paid extra by the Department as per prevailing rate at the time of payment.
Construction of 1 m span R.C.C. scupper as per standard drawing required for proper completion of work.
Excavation in foundation for retaining & breast walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in - charge
Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc.
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random rubble masonry In cement mortar (1:5)
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:3.6
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203Nominal mix (1:2.5:5)
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) R.C.C. grade M 25
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202(The reinforcement steel shall be procured from original (primary) steel producers as per clause no. 2011.3.1 of MORD specifications (First revision'2014) and IS 786:2008 clause no.1.6)
Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications)
Random Rubble Masonary laid dry in breast wall,retaining wall, parapets,scupper etc. Including supply of all materials,labour,t & p& royality etc,required for proper complition of work.(As per PWD Uttarakhand specifications)
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
Construction of 1 m span R.C.C. scupper as per standard drawing required for proper completion of work.
Excavation in foundation for retaining & breast walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in - charge
Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc.
Random Rubble Masonary laid dry in breast wall,retaining wall, parapets,scupper etc. Including supply of all materials,labour,t & p& royality etc,required for proper complition of work.(As per PWD Uttarakhand specifications)
Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications)
Construction of coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications)
WBM Grading 1 Water Bound Macadam with Crushable Screenings Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 405.By Mechanical Means
WBM Grading 2 Water Bound Macadam with Crushable Screenings Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.By Mechanical Means
WBM Grading 3 Water Bound Macadam with Crushable Screenings Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.By Mechanical Means
Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification lause 503.
20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2
Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 By Mechanical Means Case - II : Type B Bitumen (VG-10)
Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 (ForPatri Filling )
For Katcha Drain Pacca Drain
Surface Drains in Soil Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. By Mechanical Means
Excavation in foundation for retaining & breast walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in - charge
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:3:6
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203Nominal mix (1:2:4)
Construction of parapet as per detailed drawing attached including all material, labour and T&P etc. complete in all respect.
Excavation in foundation for retaining & breast walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in - charge
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:3:6
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix (1:2:4)
loose stone for parapet same as Item
White washing of parapet walls of CD work and tree truncks White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915
RANA CONSTRUCTION
Prakash Chandra Punetha
devki nandan joshi
Amarnath Singh Singwal
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