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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.5 LAccepted-AOC B 56 LANE NO 4A SECTOR 7 VASHNAVI ENCLAVE CHANNI HIMAT JAMMU 180015 | JAMMU | JAMMU AND KASHMIR | 180015 | L1 | Accepted-AOC LOWEST QUOTED | |
| 2 | L2₹14.1 L+₹17,980 (1.29%)Rejected-Finance | L2 | Rejected-Finance OTHER THAN LOWEST QUOTED | |
| 3 | L3₹14.9 L+₹99,910 (7.18%)Rejected-Finance | L3 | Rejected-Finance OTHER THAN LOWEST QUOTED | |
| 4 | L4₹15.3 L+₹1.4 L (9.85%)Rejected-Finance V P O JAGANOO TEH DISTT UDHAMPUR J K 182124 | UDHAMPUR | JAMMU AND KASHMIR | 182124 | L4 | Rejected-Finance OTHER THAN LOWEST QUOTED | |
| 5 | L5₹15.4 L+₹1.5 L (10.9%)Rejected-Finance MILITARY HOSPITAL ROAD UDHAMPUR 182101 J K | UDHAMPUR | JAMMU AND KASHMIR | 182101 | L5 | Rejected-Finance OTHER THAN LOWEST QUOTED |
Tender Value
Refer Docs
EMD Value
₹40,000
Closing Date
9 Jan 2021, 6:00 pmClosed
GE AF UDHAMPUR
GE AF UDHAMPUR,PIN-182101
CERTAIN MISC BR WORKS SUCH AS REPAIR TO RETAINING WALL,DRAIN ,CULVERT AND FLOORING IN TECHNICAL AREA AT AF STATION UDHAMPUR
2020_MES_402684_1
GE/AFU-50/2020-21
Open Tender
Civil Works
Item Rate
180 days
AF STATION UDHAMPUR
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE AF UDHAMPUR
₹40,000
Yes
20 Jan 2021
11 Dec 2020
11 Jan 2021
11 Dec 2020
9 Jan 2021
26 Dec 2020
Amount
Taking down cement plaster, any description on brick or stone walls etc including raking out joints, hacking for key, scrubbing down with water etc, including cutting of trees, shrubs or any type of vegitation upto and including roots complete all as specified and directed by Engineer-in-Charge.
Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided complete all as specified and directed by Engineer-in-Charge.
Demolition of unreinforced cement concrete in ground floors and paving n.exc 15cm thickness (below or above ground level) complete all as specified and directed by Engineer-in-Charge.
Excavation in trenches, in any type of soil not exceeding 1.50 metre wide and not exceeding 1.50 metre in depth; for foundation, etc. and getting out complete, complete all as specified and directed by Engineer-in-Charge.
Returning filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick each, complete all as specified and directed by Engineer-in-Charge.
Removing excavated soil to a distance not exceeding 50 metre and depositing where directed at a level not exceeding 1.5 metre above the starting point complete all as specified and directed by Engineer-in-Charge.
Demolition of Brickwork or stone/boulder masonry, built in cement mortar or cement lime mortar including all quoins,arches,pillars,etc,but excluding ashlar facing, dressed stone work and precast concrete articles complete all as specified and directed by Engineer-in-Charge.
Cleaning of drains of any size including removing of sand,deposited soil clay,bushes,grass,vegetations,routes etc,and removing from site ,complete all as specified and directed by Engineer-in-Charge.
Loose filling with broken stone/boulders aggregates of gauge 80 to 150 mm ,all as specified and directed by Engr-in-charge.
Brick work with subclass ‘B’ old size burnt bricks, straight or curved on plan exc 6m mean radius built in cement mortar (1:4) complete all as specified and directed by Engineer-in-Charge..
Brick work (Except bricks), straight or curved on plan exceeding 6.00 metre mean radius built in cement mortar (1:4), complete all as specified and directed by Engineer-in-Charge.
Stone walling of random rubble, uncoursed, well bonded, bedded and soilidly hearted, built in cement mortar (1:4), complete all as specified.
Stone walling (Except stone) of random rubble, uncoursed, well bonded, bedded and soilidly hearted, built in cement mortar (1:4), complete all as specified.
Extra over stone walling for hammer dressing to face stones and dressing of face beds and joints, as specified, of random rubble walling, uncoursed or brought upto courses, hammer dressing with maximum depression on face from straight edge held against the dressed surface n exc. 40 mm complete all as specified.
Raised pointing to randum rubble masonry, uncoursed or brought upto courses in cement & sand mortar (1:4), complete all as specified.
Cement concrete, type B-1 (1:2:4), using 20 mm graded stone aggregates as in lintels up to 1.5 metre clear span, bed blocks, copings and the like including weathering, slightly rounded or chamfered angles & throating including provision of necessary formwork, complete all as specified.
PCC type D-2 (1:4:8), using 40 mm graded stone aggregates as in foundation, filling & mass concrete, complete all as specified and directed by Engineer-in-Charge.
PCC (1:3:6) type C-2 using 40mm graded stone aggregate as in surface channel and drain finished even and smooth using extra cement complete all as specified and directed by Engineer-in-Charge.
Reinforced cement concrete Type B-1(1:2:4)( using 20mm graded stone aggregate) as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies deck slabs, and in shelves and the like complete all as specified and directed by Engineer-in-Charge.
Precast RCC type B-1 (1:2:4), using 20 mm graded stone aggregates landings, cover slabs (for manholes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces including all mouldings but excluding frame, set in cement mortar (1:4) complete all as specified and directed by Engineer-in-Charge.
Precast cement concrete Type C-1 (1:3:6) (using 20mm graded stone aggregate) as in bond stone ,block masonry with solid block exc 10cm in width and setting in cement mortar 1:4 complete all as specified and directed by Engineer-in-Charge.
Mild steel TMT bars 10 mm dia and over cut to length, bent to shapes required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed by Engineer-in-Charge.
Mild steel TMT bars 6mm to 8 mm dia and over cut to length, bent to shapes required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed by Engineer-in-Charge.
Use & waste of Form work to soffits of suspended slabs such as roof slabs, floor slabs, landing horizontal or slopping similar work not. exc 200mm thick, and flat rough finished surfaces complete all as specified and directed by Engineer-in-Charge.
100 mm thick, cement concrete type B-2, 1:2:4 using 40 mm graded stone aggregate, finished even & fair, as in floors, complete all as specified.
75 mm thick, cement concrete type B-2, 1:2:4 using 40 mm graded stone aggregate, finished even & fair, as in floors, complete all as specified.
M&L rendering 15 mm thick in CM 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 by Engineer-in-Charge.
M&L rendering 10 mm thick in CM 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 by Engineer-in-Charge.
Two coats of cement base paint,over a coat of cement based primer in camouflage pattern on new/undecorated wall surfaces including preparation of surfaces complete all as specified and directed by Engineer-in-Charge.
Factory made 100 mm thick machine pressed precast concrete coloured interlocking tiles/paver blocks with glossy finish of any shape and size/colour conforming to IS 15658-2006 of M-50 grade, jointed with grey cement mixed with pigments including 30 mm thick sand layer & joints filled with dry sand over , all as specified and directed by Engr-in-Charge.
Reinforced concrete pipes 450 mm bore, class NP2, laid and jointed complete with collars, laid in trenches and jointed, ISI marked, complete all as specified.
PVC pipes, 110 mm external dia, ISI marked (IS:13592) single socketed in any length with rubber ring joints, fixed to walls with PVC clips or under floors as SWR pipes, complete all as specified.
paras ram pachiala
KARAN TRADERS
HANS RAJ SHARMA
RANBIR ENTERPRISES
DAVINDER SINGH
TARUN BUILDERS
VISHWAKARMA CONSTRUCTIONS
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