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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹42.2 LAccepted-AOC | L1 | Accepted-AOC Being lowest tenderer | |
| 2 | L2₹47.6 L+₹5.2 L (12.3%)Rejected-Finance 22 JANKALYAN SOCIETY NAVJIVAN AJWA ROAD BARODA 390 019 | BARODA | VADODARA | GUJARAT | 390019 | L2 | Rejected-Finance Not being lowest tenderer | |
| 3 | L3₹49.2 L+₹6.8 L (16.1%)Rejected-Finance CHILIYANAULA RANIKHET DISTT ALMORA UTTARAKHAND | L3 | Rejected-Finance Not being lowest tenderer | |
| 4 | L4₹49.2 L+₹6.8 L (16.1%)Rejected-Finance | L4 | Rejected-Finance Not being lowest tenderer | |
| 5 | L5₹50.2 L+₹7.8 L (18.5%)Rejected-Finance PO CHAUBATIA RANIKHET DISTT ALMORA UTTARAKHAND 263645 | ALMORA | UTTARAKHAND | 263645 | L5 | Rejected-Finance Not being lowest tenderer |
Tender Value
₹43.5 L
EMD Value
₹87,020
Closing Date
27 Jan 2023, 6:00 pmClosed
GE RANIKHET
GE (MES) RANIKHET
SPECIAL REPAIR OF RETAINING WALL AT BUILDING NO 57 FITZ LINE RANIKHET UNDER GE RANIKHET
2022_MES_571876_1
GE/RKT/61 OF 2022-23
Open Tender
Civil Works
Item Rate
180 days
Ranikhet under GE Ranikhet
As per NIT
6 documents required · 6 mandatory
₹500
Yes
GE RANIKHET
₹87,020
15 Mar 2023
29 Dec 2022
4 Feb 2023
29 Dec 2022
27 Jan 2023
12 Jan 2023
Amount
BOQ (Sch 'A') B/R items Demolition of brick work or stone/ boulder or precast PCC block masonery built in cement or line mortar including all quoins, pillars etc complete all as specified and directed
Excavation in trenches not exceeding 1.50 m wide or not exceeding 10 Sqm on plan and not exceeding 1.50 m in depth for foundation, shafts, cesspits, manholes, pier holes, etc and getting out in hard/dense soil complete all as specified and directed.
Excavation over areas n.exc 1.5m deep and getting out in hard/dense soil complete all as specified and directed.
Material and labour for cement concrete (1:4:8) type D-2 using 40mm graded stone aggregates as in foundation concrete, filling and mass concrete complete all as specified and directed.
Material and labour for Reinforced cement concrete M-25 design mix (using 20 mm graded crushed stone aggregate) as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc. and mass concrete complete all as specified and directed
Material and labour for Reinforced cement concrete M-25 design mix (using 20 mm graded crushed stone aggregate) as in walls, retaining walls, basement walls, ballast walls and the like, any thickness, above top of footings including attached pilasters and buttresses and making necessary weep holes of sizes as directed at site complete all as specified and directed.
Use and waste of Form work to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits( if any ) of foundation and plinth beams and similar work, vertical or batter, flat, rough finished surface of concrete complete all as specified and directed.
Use and waste of form work to faces of walls, basement walls, ballast walls, retaining walls, abutments, parapets and similar works including attached pillasters, buttresses, etc vertical or to batter, flat, fair finished surface of concrete complete all as specified and directed.
S & F mild steel reinforcement TMT bars 10mm dia and over, as in reinforcement, cut to length, bent to shape required including cranking, bending, spirally for hooping for columns, hooking ends and binding with and including MS wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.
Returning, fillingin, including spreading, leveling, watering and well ramming in layers not exceeding 25cm thick each in hard / dense soil complete all as specified and directed.
Removal of excavated soil to a distance not exc. 50m and depositing where directed at a level not exc. 1.5m above the starting point complete all as specified and directed.
Material & Labour for hand packing with broken stone or boulders ( any thickness) at back of the retaining walls etc and raising ( or lowering) to the required level complete all as specified and directed.
S & F PVC (SWR) pipes 110mm bore single socketed in any length with rubber ring joints fixed to walls complete all as specified and directed.
Rough excavation not exc 1.5 m deep and getting out in hard/dense soil complete all as specified and directed.
Rough excavation exc 1.5 m deep but not exc 3 m deep and getting out in hard/dense soil complete all as specified and directed.
Rough excavation exc 3 m deep but not exc 4.5 m deep and getting out in hard/dense soil complete all as specified and directed.
M& L for Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., n exc. 1.5m high from base in any type soil complete all as specified and directed.
M& L for Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc exc. 1.5m but not exc 3m high from base in any type soil complete all as specified and directed.
M& L for Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc exc. 3m but not exc 4.5m high from base in any type soil complete all as specified and directed.
M & L for pre-cast cement concrete block masonry with solid blocks of PCC 1:3:6 type C1 (using 20mm graded stone aggregate) exc 10 cm in width and setting in cement mortar 1:4 complete all as specfied and directed.
M&L for rendering 15 mm thick in cement mortar 1:6 on fair faces of brick work or concrete surfaces, finished even and smooth without using extra cement complete all as specified and directed.
M & L for PCC 1:3:6 type C2 (using 40 mm graded stone aggregate) as in concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for pipes of 150mm bore complete all as specified and directed.
Removal of excavated soil to a distance exc. 1KM but not exc 1.5KM and depositing where directed at a level not exc. 1.5m above the starting point complete all as specified and directed.
Demolition and breaking up drain pipes 150 mm (salts glazed stone ware ,AC or Reinforced concrete) set in cement mortar complete all as specified and directed
M & L for 150 mm dia or bore Salt Glazed stone ware drain pipe Grade A laid in trenches and jointed as specified complete all as specified and directed.
Demolition of cement concrete (unreinforced) in ground floors and pavings not exceeding 15 cm thickness(below or above ground level) Complete all as specified and directed.
M & L for 75 mm thick PCC (1:3:6) type C2 (using 40mm graded stone aggregate) as in plinth protection laid in bays including necessary form work, finishing the surface even and smooth without using extra cement Complete all as specified and directed.
M&L for cement concrete 1:3:6, type C-2 (using 40mm graded stone aggregate) as in surface channel and drain complete all as specified and directed.
M&L for extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement including forms, moulds, mitred/ stopped ends etc complete all as specified and directed.
aditya construction
Prem singh kuwarbi and co
shivam builders
KUMAON VALLEY CONSTRUCTION
SATISH KUMAR SINGH
NK CONSTRUCTION
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