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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹44.9 LAccepted-AOC CHILIYANAULA RANIKHET DISTT ALMORA UTTARAKHAND | L1 | Accepted-AOC Being lowest tenderer | |
| 2 | L2₹47.3 L+₹2.3 L (5.15%)Rejected-Finance NEAR RAZZAQ FARM DEVPUR DEVKA POST OFFICE KATHGANIA HALDWANI DISTRICT NAINITAL U K | L2 | Rejected-Finance Not being lowest tenderer | |
| 3 | L3₹47.7 L+₹2.6 L (5.86%)Rejected-Finance 22 JANKALYAN SOCIETY NAVJIVAN AJWA ROAD BARODA 390 019 | BARODA | VADODARA | GUJARAT | 390019 | L3 | Rejected-Finance Not being lowest tenderer | |
| 4 | L4₹48.5 L+₹3.4 L (7.65%)Rejected-Finance | L4 | Rejected-Finance Not being lowest tenderer | |
| 5 | L5₹48.7 L+₹3.6 L (8.07%)Rejected-Finance | L5 | Rejected-Finance Not being lowest tenderer |
Tender Value
₹41.3 L
EMD Value
₹82,620
Closing Date
22 Jun 2022, 6:00 pmClosed
GE Ranikhet
GE (MES) Ranikhet
SPECIAL REPAIR OF RETAINING WALL AT RANIKHET NFS TRANSIT NODE OF BUILDING NO T 03 AND SPECIAL REPAIR AND IMPROVEMENT OF RETAINING WALL ALONG WITH ACCOMPANIED SERVICES AND REPAIR OF DRAINAGE OF 15 ALMA AT RANIKHET UNDER GE RANIKHET
2022_MES_526177_1
CA NO GE/RKT/21 OF 2002-23
Open Tender
Civil Works
Works
180 days
Ranikhet
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
GE Ranikhet
₹82,620
5 Jul 2022
25 May 2022
24 Jun 2022
25 May 2022
22 Jun 2022
9 Jun 2022
Amount
BOQ (Sch 'A') B/R items Excavation over area n.exc 1.5m deep and getting out in hard/dense soil complete all as specified and directed.
Excavation over area exc 1.5m deep but n exc. 3 mtr 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 with and including 75mm bore PVC pipe of length as directed by Engr-in-Charge 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.
Demolition of brick work or stone/boulder masonry or precast PCC block masonry, built in cement mortar including all quoins, arches, pillars, etc complete all as specified and directed.
Material and labour for pre-cast cement concrete block masonry with solid blocks of 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 specified and directed.
Material and labour for 40 mm thick cement concrete (1:2:4) type B-1 (using 20mm graded stone aggregates) as in floor including finishing cement concrete surface even and smooth without using extra cement complete all as specified and directed.
Excavation in trenches, not exceeding 1.5m wide and not exceeding 1.5m in depth for foundation etc or n.exc 10 Sqm on plan and n.exc 1.5m in depth for shafts, cesspits, manholes, pier holes, etc and getting out in hard/dense soil complete all as specificed and directed.
M&L for cement concrete 1:3:6, type C-1 (using 20mm graded stone aggregate) as in surface channel and drain complete all as specified and directed.
Material and labour for brick work with sub class 'B' bricks using old size bricks straight or curved on plan exc 6 mtr mean radius, built in CM 1:4 complete all as specified and directed
M&L for cement concrete 1:3:6, type C-1 (using 20mm graded stone aggregate) as in cills, seismic and other similar bands, plinth courses, copings, bed plates, bond stones, etc including weathering, slightly rounded or chamfered angles and throating all as specified and directed.
M&L for rendering 15 mm thick in cement mortar 1:4 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 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.
M/s RK JOSHI&SONS
aditya construction
NK CONSTRUCTION
M/s RN Kharwar & Sons
S S CONSTRUCTION CO
SATISH KUMAR SINGH
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