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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.3 LAccepted-AOC 2 B KRISHNA NAGAR AMBALA CANTT | AMBALA | HARYANA | 133001 | L1 | Accepted-AOC Lowest | |
| 2 | L2₹8.9 L+₹60,813.20 (7.31%)Rejected-Finance | L2 | Rejected-Finance Being not lowest | |
| 3 | L3₹10.9 L+₹2.6 L (31.0%)Rejected-Finance ZIRAKPUR PUNJAB | S A S NAGAR | PUNJAB | 140103 | L3 | Rejected-Finance Being not lowest |
Tender Value
Refer Docs
EMD Value
₹20,000
Closing Date
7 Aug 2021, 6:00 pmClosed
Lt Col Sidhartha Singhal
GE (P) Dappar
Provn of drainage system near Bldg No P-204 and P-197 in OR MD Accn area at Mil Stn Dappar under GE (P) Dappar
2021_MES_448879_3
GE (P) DPR-12/2021-22
Open Tender
Civil Works
Works
180 days
GE (P) Dappar
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
Yes
GE (P) Dappar
₹20,000
Yes
19 Aug 2021
19 Jul 2021
9 Aug 2021
19 Jul 2021
7 Aug 2021
20 Jul 2021
19 Jul 2021 - 20 Jul 2021
Amount
Excavation in trenches n exc 1.5 m wide and n exc 1.50 m in depth & getting out in soft /loose soil Complete all as specified.
M & L PCC 1:4:8 type D - 2 (using 40 mm graded crushed stone aggregate) as in foundation, filling and mass concrete complete all as specified.
M&L for brick work with sub class 'B' bricks straight or curved on plan exc 6 m mean radius built in CM 1:4 complete all as specified.
M & L PCC 1:2:4 type B - 1 ( using 20 mm graded crushed stone aggregate) as in coping incl necessary formwork, weathering, slightly rounded or chamfered angles as directed.
M & L 40mm thick PCC 1:2:4 type B - 1 ( using 20 mm graded crushed stone aggregate) as in surface channels and drains complete all as directed.
M&L Rendering 15 mm thick in CM 1:4 on Brick or concrete surfaces, rendering is to be finished even & smooth without using extra cement complete all as specified.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified.
Removing excavated material n exc 50 m and depositing where directed at a level n. exc 1.50 m above the starting point in soils all as specified.
M&L for TMT bars 8 mm dia and over cut to length bent to shape required for manhole cover complete all as specified and as directed
M&L for precast RCC (1:1½:3), nominal mix, type A-1 uising 20 mm graded stone aggregate as in cover slab for drain including necessary form work set in cm 1:4, complete all as specified and as directed. Note:- Reinforcement shall be measured and paid seperately
M&L for RCC hume pipe class NP-2, 150 mm dia with colar laid and jointed in CM 1 : 4 complete, all as specified and as directed.
M&L for Concrete bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid of 150mm bore pipe in cement concrete 1:4:8 type D2 (using 40mm graded aggregate) complete all as specified
SONY ENTERPRISES
SS BUILDERS
stage.html
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.PDF
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