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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹37.6 LAccepted-Finance | ₹37.6 L | L1 | Accepted-Finance LOWEST |
| 2 | L2₹39.2 L+₹1.6 L (4.28%)Accepted-Finance | ₹39.2 L+₹1.6 L (4.28%) | L2 | Accepted-Finance HIGHER |
| 3 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-other |
Tender Value
₹38 L
EMD Value
₹76,000
Closing Date
31 Aug 2024, 12:00 pmClosed
EE RWD PITHORAGARH
EE RWD PITHORAGARH
Remaining work for runway expansion at Naini Saini Airport in Pithoragarh district
2024_RES_74607_1
997 DATED 14.08.2024
Open Tender
Civil Works
Item Rate
120 days
PITHORAGARH
Please refer Tender documents.
1 document required · 1 mandatory
₹2,950
EE RWD PITHORAGARH(e-challan)
₹76,000
11 Sept 2024
15 Aug 2024
31 Aug 2024
15 Aug 2024
31 Aug 2024
15 Aug 2024
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
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
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 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).
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
Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.
CARRIAGE OF MATERIALS By Mechanical Transport including loading,unloading and stacking earth
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 1 3592 Type A, including jointing with seal ring conforming to IS : 5 382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.110 mm diameter
AMIT WALDIA
stage.html
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tech_eval.pdf
fin_eval.pdf
finance_89278.pdf
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