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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.6 LAccepted-AOC N A | PALWAL | HARYANA | 121004 | L1 | Accepted-AOC Due to L 1 | |
| 2 | L2₹20.5 L+₹92,727.67 (4.74%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹20.5 L+₹95,361.60 (4.88%)Rejected-Finance WARD NO 4 VIVEK NAGAR UNA TEHSIL DISTRICT UNA HP | UNA | HIMACHAL PRADESH | 174301 | L3 | Rejected-Finance L3 | |
| 4 | L4₹21.4 L+₹1.8 L (9.22%)Rejected-Finance CHITRAKALA ART STUDIO GALLERY DREAMLAND JAKHU ROAD SHIMLA 171001 H P | SHIMLA | SHIMLA | HIMACHAL PRADESH | 171001 | L4 | Rejected-Finance L4 | |
| 5 | L5₹21.6 L+₹2.1 L (10.5%)Rejected-Finance DHALIWAL | LUDHIANA | PUNJAB | 141001 | L5 | Rejected-Finance L5 |
Tender Value
₹26.6 L
EMD Value
₹47,470
Closing Date
9 Mar 2023, 11:00 amClosed
Executive Engineer
Jal Shakti Division Amb, Distt. Una (HP)
Sub-Head Providing laying, jointing and testing of HDPE pipe various dia of distribution system , C/O 1 No. Delivery tank and C/O 16 Nos. out lets) Job No.III
2023_HPIPH_69756_1
EE-JSD-Amb-200 HDPE pipe various dia
Open Tender
Civil Works
Item Rate
180 days
Amb
Please refer Tender documents.
7 documents required · 7 mandatory
₹400
EE JS Division Amb
₹47,470
Yes
10 Oct 2023
27 Feb 2023
9 Mar 2023
27 Feb 2023
9 Mar 2023
27 Feb 2023
Amount
Excavation in foundation, trenches in earth work in all kinds of soil,such as pick work,jumper work.blasting work in hard rock and soft rock and in saturated soil etc. i/c all leads and lifts , stacking the excavated soil not more than 3 mtrs. clear form the edge of excavation and then returning the stacked soil in 15 cm layers when required into plinth, sides of foundation etc. consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated earth as per the direction of the Engineer-in-Charge.
Providing ,laying & Jointing & testing of HDPE pipes of Various diameter in trenches confirming to IS:4984-1995 (PN-4 PE-63) completer with special flange compresion type fitting (Earth work in trenches to be measured and paid for seprately)with in all leads & lift to the entire satisfaction of the engineer -In-Charge.)
315 mm dia
Providing ,laying & Jointing & testing of HDPE pipes of following diameter & classes as per confirming to IS:4984-1972 (PN-4 PE-80) & jointing the pipe through out push type compression joints by hydraulically operated machines and butt fussion(heat fussion process) accoradance with IS 8360 & IS 8008 with latest amendments with fussion welding process including all necessary fitting & bends in all leads & lifts to the entire satisfaction of the engineer -In-Charge.)
180 mm dia PE-80 PN-4
160 mm dia PE-80 PN-4
Providing double flange Cast steel Sliuce valve of Leader / Kirloskar/ Bir/ kartar, Kilborn etc. make for the delivery line of pump and capable of withstanding the normal seat pressure and as per IS 780-1984 (Cast Iron) with latest ammendments complete in all respect and as per the direction of the Engineer-in-Charge in all leads and lifts of the following diameters of
150 mm dia
200 mm dia
Providing and laying cement concrete 1:4:8(1cement:4sand:8 graded crushed stone aggregate 40mm nominal size) and curing complete excluding cost of form work under flooring including carriage of materials in all leads and lifts.
Ist class brick work using common burnt clay building bricks in foundation and plinth in cement mortor 1:4 ( 1 cement: 4 sand ) in all leads and lifts as per the direction of the Engineer-in-Charge.
40 mm thick Cement concrete flooring 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size ) laid in one layer finished with floting coat of neat cement in all leads and lifts and as per the direction of the Engineer-in-Charge.
15 mm cement plaster in single coat on rough side of brick masonry for interior plastering upto floor two level including arrises, internal rounded angle, chamfers and or rounded angles not exceeding 80 mm in girth and finished even and smooth with cement mortor 1:3 ( 1 cement :3 sand ) in all leads and lifts as per the direction of the Enginner-in-Charge.
50 mm thick Cement concrete flooring 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size ) laid in one layer finished with floting coat of neat cement in all leads and lifts and as per the direction of the Engineer-in-Charge.
Parvesh Kumar Sharma
Jaiveer Singh
Dinesh Kumar
Sahil
UMEED SINGH
Varun Mehan
Gulrez Mohammed
Anil Kumar
SG Engineers and Consultants
Ritik Choudhary
ABHINAV DHIMAN
Satish Kumar Prop Suchet Engineering Corp
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