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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.9 LAccepted-AOC 160 PREM NAGAR BAREILLY | L1 | Accepted-AOC Being lowest tenderer | |
| 2 | L2₹31.2 L+₹1.2 L (4.14%)Rejected-Finance PANDEY BANK THE MALL ROAD RANIKHET DISTRICT ALMORA UTTARAKHAND 263645 | RANIKHET | ALMORA | UTTARAKHAND | 263645 | L2 | Rejected-Finance Not being lowest tenderer | |
| 3 | L3₹32.7 L+₹2.8 L (9.29%)Rejected-Finance 22 JANKALYAN SOCIETY NAVJIVAN AJWA ROAD BARODA 390 019 | BARODA | VADODARA | GUJARAT | 390019 | L3 | Rejected-Finance Not being lowest tenderer | |
| 4 | L4₹35.7 L+₹5.8 L (19.4%)Rejected-Finance | L4 | Rejected-Finance Not being lowest tenderer | |
| 5 | L5₹38.0 L+₹8.0 L (26.9%)Rejected-Finance NEAR RAZZAQ FARM DEVPUR DEVKA POST OFFICE KATHGANIA HALDWANI DISTRICT NAINITAL U K | L5 | Rejected-Finance Not being lowest tenderer |
Tender Value
₹42.5 L
EMD Value
₹85,100
Closing Date
23 Sept 2023, 6:00 pmClosed
GE RANIKHET
GE (MES) RANIKHET
PROVN OF DRAIN FROM YADUNATH GATE TO BLDG NO DKT 1 TO TRI JUNCTION TO P 198 F COY AND FROM TRI JUNCTION TO BLDG NO 190 KOTE AND BLDG NO P 188 AT TRG BN KRC RANIKHET AND PROVN OF DRAINAGE FROM BLDG NO T 1 TO T 6C T 44 TO T 46C P 3 T 35 TO T 38 BC T 23
2023_MES_615873_1
GE/RKT/43 OF 2023-24
Open Tender
Civil Works
Item Rate
180 days
Ranikhet under GE Ranikhet
As per NIT
6 documents required · 6 mandatory
₹500
GE RANIKHET
₹85,100
Yes
17 Nov 2023
26 Aug 2023
30 Sept 2023
26 Aug 2023
23 Sept 2023
9 Sept 2023
Amount
BOQ (Sch 'A') B/R items 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
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 soft/disintegrated rock complete all as specificed 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 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 1:2:4, type B-1 (using 20mm graded stone aggregate) as in surface channel and drain 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 including necessary form work complete 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.
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 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 pilaster and buttresses 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.
S & F mild steel reinforcement TMT bars 6 to 8mm dia 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.
Material and labour for cement concrete (1:3:6) type C-2 using 40mm graded stone aggregates as in foundation concrete, filling and mass concrete complete all as specified and directed.
M & L for pre-cast cement concrete block masonry in PCC 1:3:6 type C-1 (using 20mm graded stone aggregate) set in CM 1:4 with solid blocks, exc 10cm in width and setting in mortar complete all as specified and directed
M & L for extra for forming fair finished drain or channel 45cm inner girth in cement concrete, using extra cement including forms, moulds, mitred/ stopped ends etc complete all as specified and directed
M&L for reinforced concrete pipes 450 mm dia , class NP2/NP3, laid and jointed in complete with collars complete all as specified and directed.
SATISH KUMAR SINGH
aditya construction
M/S S R Construction
M/s RK JOSHI&SONS
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