Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAccepted-AOC MAIN ROAD PRAGATI VIHAR RISHIKESH DEHRADUN 249201 | DEHRADUN | UTTARAKHAND | 249201 | ₹1.7 Cr | L1 | Accepted-AOC L-1 Bidder |
| 2 | L2₹1.9 Cr+₹13.8 L (7.94%)Rejected-Finance KALSI ROAD DAKPATHAR DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | ₹1.9 Cr+₹13.8 L (7.94%) | L2 | Rejected-Finance L2 |
| 3 | L3₹2.0 Cr+₹21.6 L (12.5%)Rejected-Finance | ₹2.0 Cr+₹21.6 L (12.5%) | L3 | Rejected-Finance L3 |
| 4 | L4₹2.0 Cr+₹22.1 L (12.7%)Rejected-Finance GRAM POST BHETABAGDAR TEHSIL KAPKOT DISTRICT BAGESHWAR UTTARAKHAND UT | BAGESHWAR | UTTARAKHAND | 263619 | ₹2.0 Cr+₹22.1 L (12.7%) | L4 | Rejected-Finance L4 |
| 5 | L5₹2.0 Cr+₹26.3 L (15.1%)Rejected-Finance KOTI COLONY KOTI DEHRADUN | ₹2.0 Cr+₹26.3 L (15.1%) | L5 | Rejected-Finance L5 |
Tender Value
₹2.4 Cr
EMD Value
₹6.1 L
Closing Date
23 Nov 2023, 4:00 pmClosed
Executive Engineer (Civil-Maintenance) Vyasi Proje
Office of EE (C-M) Vyasi Project Dakpathar
Protection work at DS of plunge pool at left bank of Vyasi Dam Ch 230M to 290M DS Near Motor Bridge at Juddo Distt Dehradun
2023_UJVN_65270_1
11/2023-24/EE(C-M),Vyasi Project,Dakpathar
Open Tender
Civil Works
Item Wise
210 days
Near Vyasi Dam juddo
Please refer tender document
3 documents required · 3 mandatory
₹11,800
DGM OandM Vyasi Project UJVN Limited Dakpathar
₹6.1 L
Yes
28 Feb 2024
3 Nov 2023
1 Dec 2023
3 Nov 2023
23 Nov 2023
3 Nov 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 & complete as per direction of Engineer-in- charge (PWDSOR2022-23 1-2)
Dewatering from foundation of abutments and wing walls (with pump capacity 4000 lit per Hr.) including wages of operator and fuel including supply of all material, labour and T&P etc. required for proper completion of the work. (PWDSOR2022-23 4-6)
Drilling 40mm dia holes for anchor bars and groutig bars in place including supply of all material, labour and T&P etc. required for proper completion of the work but excluding the cost bars which shall be paid sepretaly.(Rates has been taken from supplementry agreement of Principal Agreement no-02/SE LVCC-II/1987-88 For the work "Construction of hathiari power House alongwith surge Tank,Penstock,7 M dia and 1.35 KM long Head Race Tunnel from hathiari end and Appurtenant works on river Yamuna in district Dehradun, Uttrakhand,India(BOQ I No-77)
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)(PWDSOR 2022-23 9-1)
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 (PWDSOR2022-23 12-5-4 )
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 (PWDSOR2022-23 12-6)
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 Height upto 5 m. For RCC M-25 (PWDSOR 2022-23 13-1-2-A)
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 Height 5m to 10 m. For RCC M-25 (PWDSOR2022-23 13-1-2-B)
Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 complete as per direction of Engineer-in- charge(PWDSOR2022-23 13-2)
Cement concrete grade M 10 in case of concrete block pitching PCC Grade M-10 (Nominal mix 1:3:6) (PWDSOR2022-23 14-11-3)
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).(PWDSOR2022-23 1-9)
Hand Packed stone filling in back of walls including cost of all materials, royalty,T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) (PWDSOR2022-23 1-5)
Excavating, supplying and filling of local earth including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.DSR-2021 [2.25(a)]
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. (DSR 12.41.2) 110 mm diameter
M/S BHARAT SINGH TOMAR
HKS CONSTRUCTION
NARAYAN SINGH
M/s Navneet Kumar
SHIVANGI ASSOCIATES AND TECHNOCRATS
M/S V.P.S ENTERPRISES
M/S GHANSHYAM TEWARI
stage.html
html • 0.07 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .