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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.4 LAccepted-AOC | L1 | Accepted-AOC LOWEST BIDDER | |
| 2 | L2₹10.1 L+₹64,808.75 (6.88%)Rejected-Finance | L2 | Rejected-Finance OTHER THAN LOWEST BIDDER | |
| 3 | L3₹11.8 L+₹2.4 L (25.1%)Rejected-Finance NEW JAIL ROAD UDHAMPUR 182101 J K | UDHAMPUR | JAMMU AND KASHMIR | 182101 | L3 | Rejected-Finance OTHER THAN LOWEST BIDDER | |
| 4 | L4₹12.6 L+₹3.2 L (33.6%)Rejected-Finance | L4 | Rejected-Finance OTHER THAN LOWEST BIDDER |
Tender Value
₹13.9 L
EMD Value
₹27,800
Closing Date
20 Apr 2022, 6:00 pmClosed
Sh A K Dubey IDSE SE CWE
Military Engineer Services, Commander Works Engineer, Udhampur, PO - Garhi, Udhampur-182121
PROVN OF RAISING THE HEIGHT OF BOUNDARY WALL NEAR BLDG NO P-03 AT HQ NORTHERN COMD UNDER GE (SOUTH) UDHAMPUR
2022_MES_514155_1
CA NO CWE/U(S)-117/2021-22
Open Tender
Civil Works
Item Rate
90 days
UDHAMPUR
AS PER TENDER DOCUMENTS
8 documents required · 8 mandatory
₹500
GE (SOUTH) UDHAMPUR
₹27,800
19 May 2022
17 Mar 2022
22 Apr 2022
17 Mar 2022
20 Apr 2022
8 Apr 2022
Amount
Demolition of brick work or stone masonry built in cement 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 Engr-in-Charge.
Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and directed by Engr-in-Charge.
Dismantling old unservicable/fencing wire mesh, any type, complete all as specified and as directed by Engr-in-Charge.
Demolition of Reinforced Cement Concrete (reinforcement cut as required to facilitate demolition) of any description and in any position not otherwise specifically provided for, complete all as specified and as directed by Engr-in-Charge.
Excavating in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, for laying cables/pipes, etc. not exceeding 10 sq m on plan and not exceeding 1.5 m in depth in any type of soil and getting out soil, complete all as specified and as directed by Engr-in-Charge.
Plain cement concrete (1:4:8) type D2 using 40mm graded stone aggregate as in foudation, filling and mass concrete complete all as specified and as directed by Engr-in-Charge.
Use and waste of formwork 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, to obtain rough finished flat surfaces of concrete complete all as specified and as directed by Engr-in-Charge.
RCC M-25 (design mix), using 20 mm graded crushed stone aggregate as in foundations, including rafts, footings, foundation beam; plinth beams; bases of columns, etc.; basement slabs, under-reamed piles and mass concrete, complete all as specified and as directed by Engr-in-Charge. Note: Design/Sectional detail of RCC structure shall be decided by Engr-in-Charge as per ground requirement.
Use and waste of form work to sides of pillars, posts, struts, piers, columns and stanchions etc, square, ractangular or polygonal, to obtain rough finished flat surface of concrete complete all as specified and as directed by Engr-in-Charge.
RCC M-25 (design mix), using 20 mm graded crushed stone aggregate as in columns, pillars, piers, posts and struts, complete all as specified and as directed by Engr-in-Charge. Note : Design/Sectional detail of RCC structure shall be decided by Engr-in-Charge as per ground requirement.
Use and waste of form work to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc. to obtain rough flat finished surface of concrete complete all as specified and as directed by Engr-in-Charge.
RCC M-25 (design mix), using 20 mm graded crushed stone aggregate as in beams, cantilevers, bressummers, lintels over 1.5m span, complete all as specified and as directed by Engr-in-Charge. Note : Design/Sectional detail of RCC structure shall be decided by Engr-in-Charge as per ground requirement.
TMT mild steel bars, 10mm dia and over, as in reinforcement, cut to length, bent to shape required including cranking, bending spirally or hooping for columns, hooking ends and binding with and including MS wire (annealed not less than 0.9mm dia) , complete all as specified and as directed by Engr-in-Charge.
TMT mild steel bars, 6-8mm dia and over, as in reinforcement, cut to length, bent to shape required including cranking, bending spirally or hooping for columns, hooking ends and including binding with MS wire (annealed not less than 0.9mm dia), complete all as specified and as directed by Engr-in-Charge.
TMT mild steel bars, 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders and binding with and includingMS wire (annealed not less than 0.9mm dia) , complete all as specified and as directed by Engr-in-Charge.
Taking down cement plaster, any description on brick or stone or cement concrete walls including raking out joints, hacking for key, removing all type of vegetation (like peeple tree etc) scrubbing down with water complete, all as specified and as directed by Engr-in-Charge.
Brick work with old size sub class 'B' bricks, straight or curved on plan exc 6 m mean radius built in cement mortar 1:4, complete all as specified and as directed by Engr-in-Charge.
Description all as per item No 17 above but except bricks.
15 mm thick rendering in two layer (10mm + 5mm) on fair faces of brick /concrete on wall including facia chhajja etc.surfaces in cement mortar 1:4 and finished even and smooth without using extra cement including mixing Liquid water proofing compund in the proportion as mentioned in manufacturer's instructions complete all as specified and as directed by Engr-in-Charge. Note : Water proofing compund to be measured and paid for separately as supply only.
Providing, pre-cast cement concrete 1:3:6 type C-I (using 20mm graded crushed stone aggregates) as in bond stones and in similar works bedded and jointed in cement morter 1:6, complete all as specified and as directed by Engr-in-Charge.
Supply only Integral water proofing compound, complete all as specified and as directed by Engr-in-Charge.
Preparing newly plastered or unplastered surfaces of wall and applying two coats of cement base paint over a coat of alkali resistant primer, complete all as specified and as directed by Engr-in-Charge.
Hand packing (any thickness) at back of walls over arches etc. and raising (or lowering) to the required level, complete all as specified and as directed by Engr-in- Charge.
110mm bore, PVC (SWR) pipes, single socketed, in any length with rubber ring joints, laid in trenches or in floors, complete all as specified and as directed by Engr-in- Charge.
Mild steel work as in posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 gde E-165, complete all as specified and as directed by Engr-in-Charge.
Mild steel framed work such as grills, gratings, etc. with ends of bars shouldered and/or riveted or forged into spikes, framed guard bar, barred iron doors; ladder, framed balusters; railing; frame work for water tanks, cooler stand etc and similar work conforming to FE 290-0 or Gde-E-165, complete all as specified and as directed by Engr-in-Charge.
Preparation of new steel surfaces exceeding 10 cms width or girth and applying two coats of synthetic enamel paint over and including a coat of red oxide chrome primer, complete all as specified and as directed by Engr-in-Charge.
Returning, filling in (soil) including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick in any type of soil, complete all as specified and as directed by Engr-in-Charge.
Removing excavated material exc. 50m and not exc. 1.5km outside defence land and depositing where directed at a level n exc. 1.5 m above the starting point, complete all as specified and as directed by Engr-in-Charge.
Galvanised, 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75 mm spacings and strainning and fixing to any type of standrad rails strainning bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line of wire is to be measured )
Supply and fixing chain link fencing of any size or type dia galvanised mild steel wire, any size or type mesh size, rails, straining bolts, etc. including provission of binding wire complete all as specified and as directed by Engr-in-Charge.
Round bars, 10mm dia and over, cut to length, bent to shape required including cranking, bending spirally or hooping for columns, hooking ends and binding with and including MS wire not less than 0.9mm dia or securing with clips quality conforming to Fe-290 Gde-165 as in chain link fencing, complete all as specified and as directed by Engr-in-Charge.
M&L for mild steel bolts (Machine made) with hexagonal or square head one end and screwed other end to be fitted with washers and one hexagonal or square nut, nexc 5cm long and dia of neck 5 to 10mm complete all as specified and as directed by Engr-in-Charge.
Supply and fixing concertina coil fencing with punched tape concertina coil 500 mm dia and 150mm prolong fixing to any type of standard rails including screwing in postion, complete as per direction of Engineer-incharge.
AKBAR FURNITURE HOUSE AND TIMBER MERCHANT
SINGH CONST CO
RAMAN CONSTRUCTION CO
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