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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.3 CrAdmitted-Finance | ₹2.3 Cr | L1 | Admitted-Finance |
| 2 | Rejected-Technical | - | - | Rejected-Technical Not qualified |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | BHUWAN CHANDRA NARIYAL L1 |
|---|---|---|---|---|
| 1.01 | Clearance of land slides in soil and ordinary rock by a bull-dozer D 80 A-12, 180 HP and disposal of the same on the valley side complete as directed by the Engineer-in-charge | 561.95 | cum | 68.2 ₹38,324.99 Lowest |
| 1.02 | Cleaning of fully choked scupper and catchpit complete as directed by the Engineer-in-charge | 50 | no. | 2,770 ₹1,38,500 Lowest |
| 1.03 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specificationsPCC Grade M25 Height upto 5m using concrete Mixer | 67.61 | cum | 8,351 ₹5,64,611.11 Lowest |
| 1.04 | Hill Side Drain Clearance (Removal of earth from the choked hill side drain and disposing it on the valley side manually) | 16,649 | rmt | 51 ₹8,49,099 Lowest |
| 1.05 | WBM Grading 3Providing, 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 | 108.7 | cum | 2,500 ₹2,71,750 Lowest |
| 1.06 | Tack coat using VG-10 grade bitumen Over dry and hungry bituminous surfaces @0.40 kg/sqm | 56,100 | sqm | 24.3 ₹13,63,230 Lowest |
| 1.07 | 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508 Bitumen (VG-10) By Manual Means | 56,100 | sqm | 203.4 ₹1,14,10,740 Lowest |
| 1.08 | 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 Bitumen (VG-10)By Manual Means | 56,100 | sqm | 66.3 ₹37,19,430 Lowest |
| 1.09 | 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 | 614.22 | cum | 385 ₹2,36,474.7 Lowest |
| 1.10 | 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 Clause 802, 803, 1202 & 1203 of MORD Specifiction | 384.75 | cum | 4,642 ₹17,86,009.5 Lowest |
Tender Value
Refer Docs
EMD Value
₹5.5 L
Closing Date
11 Oct 2023, 1:00 pmClosed
SE 3rd Circle PWD Pithoragarh
SE 3rd Circle PWD Pithoragarh
One time maintenance work on Valik to Gagar motor road transferred from Pradhan Mantri Gram Sadak Yojana under Lohaghat constituency of district Champawat (length 17.00 km.)
2023_pwd_63949_1
5773/208C(YataD)-03/2023 Dated 22-09-2023
Open Tender
Civil Works - Roads
Item Rate
180 days
Lohaghat
As per bid documents
3 documents required · 3 mandatory
₹5,900
Yes
EE CD PWD Lohaghat
₹5.5 L
SE 3rd Circle PWD Pithoragarh
2 Nov 2023
27 Sept 2023
11 Oct 2023
27 Sept 2023
11 Oct 2023
27 Sept 2023
3 Oct 2023
Amount
Clearance of land slides in soil and ordinary rock by a bull-dozer D 80 A-12, 180 HP and disposal of the same on the valley side complete as directed by the Engineer-in-charge
Cleaning of fully choked scupper and catchpit complete as directed by the Engineer-in-charge
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specificationsPCC Grade M25 Height upto 5m using concrete Mixer
Hill Side Drain Clearance (Removal of earth from the choked hill side drain and disposing it on the valley side manually)
WBM Grading 3Providing, 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
Tack coat using VG-10 grade bitumen Over dry and hungry bituminous surfaces @0.40 kg/sqm
20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508 Bitumen (VG-10) By Manual Means
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 Bitumen (VG-10)By Manual 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
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 Clause 802, 803, 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
Providing and laying of wire crates 3.00x1.50x1.50 in size with GI wire conforming to IS: 280 & IS:4826 in 150mm x 150mm mesh laid with stone boulders. as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) GI wire 10 gauge BWG
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
Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914
Providing concrete for plain/ reinforced concrete in open foundations complete asper drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC 1:3:6
AS PER DRAWING 40% Plum ( Loose Stone
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 1:2:4
White washing of parapet walls of CD work and tree truncksWhite washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915
Stone masonry in cement mortar for substructure complete as per drawing &technical specification Clauses 702, 704, 1202 and 1204 RR 1:5 In cement mortar (1:5)
Providing concrete for plain/ reinforced concrete inSubstructure complete asper drawings and technical specifications Clause 802, 803, 1202 & 1203 M 25 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)
Providing concrete for plain/ reinforced concrete in open foundations complete asper drawings and technical specifications Clause 802, 803, 1202 & 1203 1:2.5:5 PCC M 15
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