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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 CrAdmitted-Finance | ₹2.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.4 Cr+₹35.7 L (17.4%)Admitted-Finance | ₹2.4 Cr+₹35.7 L (17.4%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Bharat Bhushan Singh L1 | M/s Kanyal Construction and Building Material L2 |
|---|---|---|---|---|---|
| 1.00 | 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 | 405.75 | CUM | 400 ₹1,62,299.2 Lowest | 490 ₹1,98,816.52 |
| 2.00 | 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 specificationsClause 802, 803, 1202 & 1203 of MORD Specifiction | 393.75 | CUM | 5,000 ₹19,68,750 Lowest | 5,300 ₹20,86,875 |
| 3.00 | 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 MORDSpecifiction | 170.16 | CUM | 4,000 ₹6,80,640 Lowest | 4,480 ₹7,62,316.8 |
| 4.00 | 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 | 331 | CUM | 2,500 ₹8,27,500 Lowest | 2,675 ₹8,85,425 |
| 5.00 | 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 PWDUttarakhand specifications | 81 | CUM | 2,400 ₹1,94,400 Lowest | 2,400 ₹1,94,400 Lowest |
| 6.00 | 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. (Asper PWD Uttarakhand specifications | 144.75 | CUM | 900 ₹1,30,277.7 Lowest | 1,160 ₹1,67,913.48 |
| 7.00 | 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) | 199.9 | CUM | 8,300 ₹16,59,170 Lowest | 8,300 ₹16,59,170 Lowest |
| 8.00 | 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) | 89.32 | CUM | 4,000 ₹3,57,280 Lowest | 4,630 ₹4,13,551.6 |
| 9.00 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204..R.C.C. grade M 25 | 11.48 | CUM | 10,520 ₹1,20,769.6 Lowest | 10,525 ₹1,20,827 |
| 10.00 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 1.37 | TONNE | 86,000 ₹1,17,820 Lowest | 86,250 ₹1,18,162.5 |
Tender Value
Refer Docs
EMD Value
₹4.3 L
Closing Date
28 Jun 2023, 3:00 pmClosed
SE 3rd Circle PWD Pithoragarh
SE 3rd Circle PWD Pithoragarh
Maintenance work of Nachani to Bansbagar motor road transferred from PMGSY (One time maintenance)
2023_pwd_59843_1
3235/984C(YataA)-03/2023 Dated 12-06-2023
Open Tender
Civil Works - Roads
Item Rate
270 days
Didihat
As per bid documents
3 documents required · 3 mandatory
₹5,900
EE PD PWD Didihat
₹4.3 L
SE 3rd Circle PWD Pithoragarh
19 Jul 2023
16 Jun 2023
28 Jun 2023
16 Jun 2023
28 Jun 2023
19 Jun 2023
19 Jun 2023
Amount
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 specificationsClause 802, 803, 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 MORDSpecifiction
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 PWDUttarakhand 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. (Asper PWD Uttarakhand specifications
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)
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)
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204..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
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 theEngineer-in-charge.
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone 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
Tack coat using VG-10 grade bitumen...Over dry and hungry bituminous surfaces @0.40 kg/sqm
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 B as per Technical Specification Clause 508.Bitumen (VG-10)-By Mechanical Means.
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510
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 25m) as per Technical Specification Clause 307.
M/s Kanyal Construction and Building Material
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