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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.7 LAccepted-AOC | L1 | Accepted-AOC Lowest tenderer | |
| 2 | L2₹11.7 L+₹57,015 (5.11%)Rejected-Finance | L2 | Rejected-Finance Being other than lowest tenderer | |
| 3 | L3₹12.8 L+₹1.6 L (14.6%)Rejected-Finance | L3 | Rejected-Finance Being other than lowest tenderer | |
| 4 | L4₹13.1 L+₹2.0 L (17.7%)Rejected-Finance | L4 | Rejected-Finance Being other than lowest tenderer | |
| 5 | L5₹13.7 L+₹2.5 L (22.3%)Rejected-Finance 146 D POCKET B MAYUR VIHAR PHASE II DELHI 110091 EAST DELHI 110091 | EAST | DELHI | 110091 | L5 | Rejected-Finance Being other than lowest tenderer |
Tender Value
₹14.3 L
EMD Value
₹28,600
Closing Date
28 Apr 2020, 6:00 pmClosed
GE Nagrota
Office complex of GE Nagrota
SPECIAL REPAIR TO SEWAGE LINE IN BLDG NO. PS-33, PS-35, PS-83, PS-85, PS-157, PS-195 AND NEAR COOK HOUSE OF 60 MED REGT AT NAGROTA UNDER GE NAGROTA.
2020_MES_334051_1
GEN-50/2019-20
Open Tender
Civil Works
Item Rate
180 days
Nagrota
As per NIT
8 documents required · 8 mandatory
₹500
GE Nagrota
₹28,600
Yes
26 May 2020
14 Mar 2020
4 May 2020
14 Mar 2020
28 Apr 2020
15 Apr 2020
14 Mar 2020 - 21 Mar 2020
Amount
Demolition and breaking up drain pipes (salt glazed ware, AC or reinforced concrete) and set in cement mortar, complete all as specified and directed by Engineer-in-Charge.
Excavation in trenches not exceeding 1.5m width and not exceeding 1.5m depth and getting out for laying of pipe etc in any type of soil, complete all as specified and directed by Engr-in-Charge.
Removing excavated surplus soil to a distance not exceeding 50m and depositing where directed and at a level not exceeding 1.5m above the starting point, complete all as specified and directed by Engr-in-Charge.
Returning, filling including spreading, leveling, watering and well ramming in layers not exceeding 25 cm thick in any type of soil, complete all as specified and directed.
M & L for 100mm thick PCC 1:4:8 type D-2 (using 40 mm graded crushed stone aggregate) as in bed to drain pipes incluing packing under and hanching against the sides of pipes after laying and tested of 150 mm bore dia drain pipe, complete all as specified and directed.
M & L for 150 mm bore dia SGSW drain pipe laid in trenches and jointed, complete all as specified and directed by Engineer-in-Charge.
S & F 200 mm dia reinforced concrete pipe, class NP-2 laid and jointed complete with collar, complete all as specified and directed.
All as per item No. 8.00 here-in-before but except pipes.
Demolition of brick work / stone masonry built in cement mortar or cement lime mortar including all quoins ,arches , pillars etc but excluding ashlar facings, dressed stone work and precast concrete articles, complete all as specified and directed.
M&L for brick work with sub class 'B' bricks in 1:4 cement mortar on straight or curved on plan n. exc 6 m, complete all as specified and directed.
All as per item No. 11.00 here-in-before but except bricks.
M & L for 15 mm thick rendering on fair faces of brick work or concrete surfaces in CM 1:4, finished even and smooth without using extra cement, complete all as specified and directed.
Demolition of cement concrete (unreinforced) of any description and any position not otherwise specifically provided, complete all as specified and directed by Engr-in-Charge.
M & L for PCC 1:2:4 type B-1 (using 20 mm graded crushed stone aggregate) as in coping/benching etc including necessary form work, complete all as specified and directed.
Demolition of cement concrete (reinforced) of any description and in any position not otherwise specifically provided for reinforcement cut as required to facilitate demolition, complete all as specified and directed.
M & L for precast cement concrete 1:2:4, type B-1 (using 20 mm graded crushed sotne aggregate) as in cover slab and similar articles including necessary moulds/form work set in Cement mortar (1:6), complete all as specified and directed.
S&F mild Steel TMT bars 6 mm to 8 mm dia cut to length, bent to shape required, including crancking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.90 MM dia or securing with clips quality conforming to Gd I, IS 432(part I) or Fe-410-S or Fe-410-0, complete all as specified and directed.
M & L for 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 and directed.
Supply only liquid water proofing compound, complete all as specified and directed.
Deduction to be made from BOQ for schedule of credit (Sch 'A' Part - II Amount of Rs. 51050.00 during AOC Note:- Tenderers shall not quote for this Schedule
R.K. Works
M/S RANADHAWA
M/s Pee Kay Enterprises
AKSHAY CONSTRUCTION COMPANY
M/S PAWAN KUMAR ANAND
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