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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹1.6 CrAccepted-Finance VPO TEHSIL JAWALI DISTT KANGRA HP | KANGRA | HIMACHAL PRADESH | 175013 | ₹1.6 Cr | L-1 | Accepted-Finance Found L-1 |
| 2 | L-2₹1.8 Cr+₹22.9 L (14.6%)Rejected-Finance | ₹1.8 Cr+₹22.9 L (14.6%) | L-2 | Rejected-Finance Not Found L-1 |
| 3 | L-3₹1.8 Cr+₹26.2 L (16.8%)Rejected-Finance | ₹1.8 Cr+₹26.2 L (16.8%) | L-3 | Rejected-Finance Not Found L-1 |
| 4 | L-4₹1.8 Cr+₹27.0 L (17.3%)Rejected-Finance | ₹1.8 Cr+₹27.0 L (17.3%) | L-4 | Rejected-Finance Not Found L-1 |
| 5 | L-5₹1.8 Cr+₹27.4 L (17.5%)Rejected-Finance | ₹1.8 Cr+₹27.4 L (17.5%) | L-5 | Rejected-Finance Not Found L-1 |
Tender Value
₹2.6 Cr
EMD Value
₹2.9 L
Closing Date
27 Apr 2023, 5:00 pmClosed
Executive Engineer Jal Shakti Divn No.1 Una HP
Executive Engineer Jal Shakti Divn No.1 Una HP
Construction of LIS upper Beet area in Distt. Una (HP)(SH Pdg , laying , jointing and testing of Gravity mains in village Dulehar and Sahuwal
2023_HPIPH_72276_1
No. JSV-1/TA/ E-tender/2023- 938-67 dt 17-04-2023
Open Tender
Civil Works
Item Rate
90 days
Dulehar and Sahuwal
as per NIT
9 documents required · 9 mandatory
₹2,500
Yes
Executive Engineer Jal Shakti Divn No.1 Una HP
₹2.9 L
2 May 2023
17 Apr 2023
28 Apr 2023
17 Apr 2023
27 Apr 2023
17 Apr 2023
17 Apr 2023 - 27 Apr 2023
Amount
Excavation in foundation and trenches (for pipes and pits) up to all depths and in all classification of earth work such as Pick work, Jumper work, chiselling or wedging out of soft and hard rock as blasting is prohibited, saturated soil including bailing or pumping out of water, including cutting of bitumenous/concrete surface wherever required, in all lifts including trimming and dressing of sides, levelling of beds to correct grade including shoring, strutting , planking, timbering and dewatering where ever required. Stacking usable and unusable material /soil seperataly and after laying, jointing and testing of pipes (for pipes, Pipe duct, chambers, x-sings etc.), returning the usable soil in 15cm layers by ramming and watering and then disposing of all surplus excavated soil/ unusable material as directed within all leads/ lifts and including cost of diversion for traffic, night signal boards, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects within all leads and lifts as per direction of the Engineer-in-charge.
Providing, laying, jointing and testing in trenches of galvanized MSERW flanged pipes excluding cost of flanged bends of all degrees conforming to IS/ISO 3183-2007 Grade L210 or A as per dimensions weight and test pressure mentioned below in a random length of 4m - 6m, The M.S. flanges are to be provided 5% of total joints as per table below conforming to IS: 6392-1971 (latest upto date amendments) and welding of flanges with pipes as per IS: 816-1965 with a electrode as per IS: 814-1967 including required Nos. and size of M.S. nut and bolts as per IS: 1369-1967 and compressed asbestos fiber jointing gaskets sheet not less than 3mm thick sas per IS: 2712-1965 & 95% butt welded joints by considering minimum three layers. The welding of flanges to be done on both faces in two layers on outer face + one layer on inner face to make the joints leak proof and to the entire satisfaction of the Engineer-in-charge. The laying of pipes should be confirmed to IS: 5822-1994 (earth work in trenches, MS flanges and butt welded joint to be measured and paid for seprately) . The pipe shall have zinc coating as per IS:4736 in factory latest with upto date ammendements.250 mm dia 4.8mm thick
Providing and welding M.S. flanges 5% of total joints, conforming to following tables as per IS 6392-1971 (Latest with upto date amendments) with plain end GMS/MSERW pipe in requsite number of layers on both faces to make the joint leak proof (The cost of providing and laying of MSERW pipes to be measured and paid for seprately). The welding of flanges should conform to IS:816-1969 with electrodes as per IS: 814-1991 and required number of nuts and bolts conforming to IS 1364. including cost of gasket sheet nuts & bolts. The thickness of gasket sheet not less then 3.00mm conforming to IS 2712-1998. The work shall be done to the entire satifaction of engineer in charge with in all leads and lifts.250mm dia T-5
Providing circumferencial butt welded joints (95% of total joints) by electrical arc welding to following dia & class pipes,welding of pipes to be done in three layers (two outer and one inner) to make the joints leak proof and to achieve the minimum effective throat thickness of weld conforming to IS- 816-1969 specifications, by using welding electrodes of 2.5 mm to 6.3 mm of Advani oerlikon (Adore)-CITOJET/ESAB make, conforming to IS 814-1991, at site of work complete in all respects and including DPT test for joints & manual/mechnical handing of pipes in all leads and lifts to the entire satisfaction of Engineer- in- charge. 250mm dia
Providing and fixing double flanged Cast Iron Sliuce valve of Leader / Krloskar make for gravity main and capable of withstanding the normal seat pressure and as per IS 780-1992 with latest ammendments 250mm dia Class PN-1.0
sachin ohri govt contractor
malkiat singh govt cont
shiven ohri
gagan ohri
ADITYA KHAZANCHI
Ravinder Kumar Sahore
abhishek dhiman
Shashank Jagota Govt. Contractor
Ashwani Kumar Govt Contractor
dinesh kumar lath
Gagandeep Singh Govt Contractor
Vivek Dhiman
Vijay Kumar
RAM KISHAN CHANDEL
SS RANA CONSTRUCTION PRIVATE LIMITED
H. C. Bansal Engg. & Contt.
ABHIMANYU CHOUDHARY
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