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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.3 LAccepted-AOC | L1 | Accepted-AOC Being L1 Bidder | |
| 2 | L2₹24.9 L+₹50,170 (2.05%)Rejected-Finance | L2 | Rejected-Finance NOT BEING L1 BIDDER | |
| 3 | L3₹25.8 L+₹1.3 L (5.43%)Rejected-Finance HOUSE NO 93 WARD NO 8 NEAR ISKON TEMPLE UDHAMPUR J K | UDHAMPUR | UDHAMPUR | JAMMU AND KASHMIR | 182101 | L3 | Rejected-Finance NOT BEING L1 BIDDER | |
| 4 | L4₹26.8 L+₹2.4 L (9.72%)Rejected-Finance C O AKBAR FURNITURE HOUSE MALHAR MORH GARHI UDHAMPUR J K 182101 | UDHAMPUR | JAMMU AND KASHMIR | 182101 | L4 | Rejected-Finance NOT BEING L1 BIDDER | |
| 5 | L5₹27.5 L+₹3.1 L (12.7%)Rejected-Finance | L5 | Rejected-Finance NOT BEING L1 BIDDER |
Tender Value
₹37.7 L
EMD Value
₹76,000
Closing Date
7 Nov 2024, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
GARRISON ENGINEER SOUTH UDHAMPUR
GARRISON ENGINEER SOUTH UDHAMPUR
ADDITION AND ALTERATION AND RENOVATION OF SECURITY WALL OF OFFICE COMPLEX OF NCIB UNDER GE SOUTH UDHAMPUR
2024_MES_679930_1
GE/S(U)-58/2024-25
Open Tender
Civil Works
Works
240 days
GE SOUTH UDHAMPUR
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
GE SOUTH UDHAMPUR
₹76,000
26 Dec 2024
17 Oct 2024
8 Nov 2024
17 Oct 2024
7 Nov 2024
24 Oct 2024
Amount
Demolition of Brickwork or stone/boulder masonry, built in cement mortar including all quoins, arches, pillars etc complete all as specified and as directed.
Dismantling wrought iron or mild steel work of any description not otherwise provided complete all as specified and as directed.
Demolition of cement concretre un reinforced of any description and in any position not otherwise specially provided for complete all as specified and as directed.
Demolition of reinforced cement concrete work of any description not specifically provided incl cutting down reinforcement complete all as specified and as directed.
Excavating over areas, n exc 1.5m deep and getting out in soft/loose soil, complete all as specified and as directed.
Excavating over areas, exc 1.5m deep and not exc 3.0m deep and getting out in any type of soil, complete all as specified and as directed.
Returning, filling in with approved soil obtained from excavation including spreading levelling, watering and well ramming in layers n.exc. 25cm thick complete all as specified and as directed.
Removing excavated soils n exc. 50m and depositing where directed at a level n exc. 1.5m above the starting point complete all as specified and as directed
M&L for PCC 1:4:8 type B-2 (using 40 mm graded stone aggregate) as in foundations, filling and mass concrete complete all as specified and as directed.
M&L for 50 mm thick PCC 1:4:8 type D2 using 40mm graded aggregate as in sub base of floor etc complete all as specified and as directed.
M&L walling of random rubble uncoursed well bonded bedded and solidly hearted bult in CM 1:6 complete all as specified and as directed.
M&L walling of random rubble uncoursed well bonded bedded and solidly hearted bult in CM 1:6 but except stone work complete all as specified and as directed.
M&L cement concrete 1:2:4 type B1 (20 mm readed stone aggregate) as in coping /kerb etc including necessay form work complete all as specified and as directed.
M&L for Raised pointing to random rubble or polygolal rubble uncoursed of brought upto courses in CM 1:4 complete all as specified and as directed..
Demolition of reinforced cement concrete work of any description not specifically provided incl cutting down reinforcement complete all as specified and as directed.
M&L for flat 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 to batter fair finished surfaces of concrete complete all as specified and as directed.
Reinforced cement concrete M-25 (Design mix) (20 mm graded aggregate) using footing, foundation beams, plinth beam,roof beam, lintel band, retaining wall/toe wall and similr work etc. Complete all as specifed and directed.
M & L for flat formwork to sides and soffits of floor or roof beams, beam haunching's, girders, bressummers, lintels, cantilevers, shelves including sup- ports , overhangs, etc also splays between floors and beams etc. complete all as specified and as directed.
M & L for RCC type M-25 mix using 20mm graded aggregates as in beams, cantilevers, lintels over 1.5m span complete all as specified and as directed by the Engineer-in-Charge/GE.
Use & waste of form work to pillars, coloumn and simiar work etc rough finished surfaces square, retangular and polygon. complete all as specified and as directed.
Reinforced cement concrete M-25 (Design mix) (20 mm graded aggregate) using columns, pillars and similar work etc. complete all as specifed and directed.
M & L mild steel TMT bars 10 mm dia and over cut to lenth, bent to shape required, including cranking,bending, spirally for hooping for columns, hooking ends and binding waith and including mild steel wire (annealed) not less than 0.9mm dia complete all as specified and as directed.
Ditto as per Item above but 5mm dia and over upto and including 10 mm dia in stirrups, spaces and binders all as specified and as directed.
Taking down cement plastering on concrete walls incl taking out joints hacking for key scrubbing down with water etc complete all as specified.
M&L for brick work with sub class 'B' brick straight or curved on plan exc 6m radious in CM 1:6 as in brick work/brick pillars etc complete all as specified.
Do but except bricks complete all as specified and as directed.
M&L 15 mm thick rendering on fair faces of brick or concrete surfaces in CM 1:4 and finishing the surfaces fair and even without using extra cement all as specified.
M&L for preparation of new plaster surfaces applying two coats of cement base paint all as specified and directed
M & L for hand packing (any thickness) of broken stone or boulder at back of walls over arches etc and raising (or lowering) to the required level all as specified and directed
M&L Hardcore of broken bricks gauge exc 63mm but n.exc 100mm deposited, spread and levelled in layers n.exc 15cm thick, watered and rolled /rammed to true surfaces complete all as specified
Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as specified and as directed.
S&F Vitrified Dura stone tiles of size not exc 0.36 Sqm of 15mm thick as in floors and over & including 15mm thick screed bed or bedding layer in cement mortar 1:6 including jointed with neat cement slurry and pointed in coloured cement to match the surface of tiles, complete all as specified and directed
S & F 110mm dia PVC (SWR) pipes single stack in any length as in weepholes of retaining wall all as specified and directed
M & L for mild steel conforming to grade Fe-165 (Fe-290) angle post or struts in fencing fixed independently including cutting and bending to shape as directed drilling holes, notching for wire etc. complete all as specified and directed
S&F for framed work such as grills, gratings & door etc. with ends of bars shouldered and/or riveted,or forged into spikes; walk ways; railings; and similar work conforming to Fe 290.Gde-E-165 complete all as specified.
Material and labour preparation of new steel surfaces of any description over 10 cm width or girth and applying two coat of synthetic enamel paint over a coat of red oxide chrome primer all as specified and as directed
S & F galvanised 2 strand, steel barbed wire 2.24 mm dia barbed with 2mm dia barbs at 75 mm spacing and straining and fixing to any type of post including securing and tying at crossing with and provision of galvanised mild steel wire staple or steel pins etc all as specified (Each line wire to be mesured)
S&F punched tape concertina coil (including spike and handle) with 50 turns and 500mm dia, width of barbed 9mm and spacing of clips 23.5mm to 24.5mm c/c weight of coil will be 10 to 14 Kg without packing. Coil length will be 6m when opened upto etc complete all as specified and directed.
M/s LAL DAYAL CONSTRUCTION CO (BID ID -3154299)
khajuria builders (BID ID -3154768)
M/S ASHOK KUMAR PACHIALA (BID ID -3154724)
JOGINDER SINGH (BID ID -3154737)
m/s sushila devi (BID ID -3160120)
s l sharma and sons (BID ID -3160129)
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