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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 CrAdmitted-Finance | ₹2.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.0 Cr+₹2.6 L (1.35%)Admitted-Finance | ₹2.0 Cr+₹2.6 L (1.35%) | L2 | Admitted-Finance |
| 3 | L3₹2.1 Cr+₹10.9 L (5.56%)Admitted-Finance | ₹2.1 Cr+₹10.9 L (5.56%) | L3 | Admitted-Finance |
| 4 | L4₹2.1 Cr+₹17.1 L (8.73%)Admitted-Finance | ₹2.1 Cr+₹17.1 L (8.73%) | L4 | Admitted-Finance |
| 5 | L5₹2.2 Cr+₹20.9 L (10.7%)Admitted-Finance | ₹2.2 Cr+₹20.9 L (10.7%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Bharat Bhushan Singh L5 | Bhuwan Chandra Pandey L1 | M S Associates L4 | M/S SD Adhikari Construction L3 | Shree Jagnath Associates L2 |
|---|---|---|---|---|---|---|---|---|
| .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. | ||||||||
| 1.00C/O of R/Wall & B/Wall | ||||||||
| 1.10 | Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction | 63.56 | Cum | 453 ₹28,792.68 | 350 ₹22,246 Lowest | 421.94 ₹26,818.51 | 350 ₹22,246 Lowest | 350 ₹22,246 Lowest |
| 1.20 | Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction | 26.94 | Cum | 4,236 ₹1,14,117.84 | 3,650 ₹98,331 | 3,940.13 ₹1,06,147.1 | 3,300 ₹88,902 Lowest | 3,800 ₹1,02,372 |
| 1.30 | Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction | 95.16 | Cum | 2,330 ₹2,21,722.8 | 1,950 ₹1,85,562 | 2,167.37 ₹2,06,246.93 | 1,900 ₹1,80,804 Lowest | 2,100 ₹1,99,836 |
| 1.40 | 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) | 10.88 | Cum | 1,106 ₹12,033.28 | 850 ₹9,248 Lowest | 1,029.42 ₹11,200.09 | 900 ₹9,792 | 1,010 ₹10,988.8 |
| 2.00For Plum work | ||||||||
| 2.10 | Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction | 6 | Cum | 453 ₹2,718 | 350 ₹2,100 Lowest | 421.94 ₹2,531.64 | 350 ₹2,100 Lowest | 350 ₹2,100 Lowest |
| 2.20 | Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work. as per drawings and technical specifications. | 18 | Cum | 4,355 ₹78,390 | 4,100 ₹73,800 | 4,050.24 ₹72,904.32 | 3,500 ₹63,000 Lowest | 4,100 ₹73,800 |
| 3.00Protection Work (By Gabions) | ||||||||
Tender Value
Refer Docs
EMD Value
₹5.2 L
Closing Date
2 Aug 2025, 1:00 pmClosed
Superintending Engineer
1st circle P.W.D. Almora.
Improvement of Harshila to Pudkuni Motor Road Under One time maintenance in Kapkot Constituency Of District Bageshwar.
2025_pwd_85063_1
2594/Nivida-01/2025-26 dated 10/06/2025
Open Tender
Civil Works - Roads
Item Rate
365 days
Kapkot(Bageshwar)
2 documents required · 2 mandatory
₹5,900
Yes
Executive Engineer, C.D. P.W.D. Kapkot
₹5.2 L
Yes
Superintending Engineer 1st circle P.W.D. Almora.
19 Aug 2025
21 Jun 2025
2 Aug 2025
21 Jun 2025
2 Aug 2025
14 Jul 2025
11 Jul 2025
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.
C/O of R/Wall & B/Wall
Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction
Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction
Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction
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)
For Plum work
Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction
Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work. as per drawings and technical specifications.
Protection Work (By Gabions)
Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction
Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions of galvanized steel, of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm, mesh wire diameter 3 mm for gabions, edge/selvedge wire diameter 3.9 mm and lacing wire diameter 2.2 mm. (The work includes filling boulders in the gabions)
Construction of causeway as per attached drawing including supply of all material, labour, T&P etc. required for proper completion of the work.
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 .By Mechanical Means
Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction
Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 Nominal mix 1:3:6
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) grade M 25 (MORTH 13-5-(-P-1)
C/O 1 m span scupper with CC base . Construction of 1 m span scupper of RR 1: 5 abutment ,RCC slab as per attached drawing including supply of all material, labour, T&P etc. required for proper completion of the work.
Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction
Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction
Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 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 P.C.C grade M 15 Nominal mix (1:2.5:5)
Random rubble stone masonary in cement mortar 1:5 for substructure complete as per drawing & technical specification Clauses 702,704,1202, and 1204
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 1786:2008 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)
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 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.
WBM Grading 3 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 Manual Means (22.4 - 53 mm size).
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
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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
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 surface threated with primer hended with Hydraulic broom as per Technical Specification .
20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2
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 (Seal Coat With Emulsion) TYPE B
Surface Drains in SoilConstruction 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.
Making Pucca drain along the hill side of road in all type of soil and rocks including supply of all materials,labour, T&P and royalities etc. required for proper completion of work.
Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction
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
Constructions of parapats on outer side of sharp curve and both side of scupper in cement plum masonary with 40% plum and 60% 1:2:4 cement concrete including necessary earth work, supply of material,labour, T&p as required for proper completion work.
Excavation in foundation for Parapet in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction
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 (Hand mixing)
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 (Hand mixing)
Loose Stone
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
Cleaning of fully choked scupper and catchpit complete as directed by the Engineerin-charge.
5th Kilometer Stone (Precast)
Ordinary Kilometer Stone (Precast)
200 m stone (precast)
Providing edge stones of Size 450x350x100 mm on valley side of formation as per drawing and technical specification clause 1608.2.6
Painting on Steel Surfaces Providing and applying two coats of ready mix paint including primer coat of approved brand on steel surface after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701
Shree Jagnath Associates (BID ID -391828)
M/S SD Adhikari Construction (BID ID -391820)
M S Associates (BID ID -391848)
Bharat Bhushan Singh (BID ID -391031)
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