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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹61.2 LAccepted-AOC | L1 | Accepted-AOC lowest | |
| 2 | L2₹64.1 L+₹2.3 L (3.71%)Rejected-Finance 99 MODEL TOWN PATHANKOT 145001 | PATHANKOT | PATHANKOT | PUNJAB | 145001 | L2 | Rejected-Finance Not found lowest | |
| 3 | L3₹65.4 L+₹3.5 L (5.70%)Rejected-Finance | L3 | Rejected-Finance Not found lowest | |
| 4 | L4₹68.2 L+₹6.4 L (10.3%)Rejected-Finance | L4 | Rejected-Finance Not found lowest | |
| 5 | L5₹68.8 L+₹7.0 L (11.3%)Rejected-Finance I 910 JAHANGIR PURI NEAR BY ANAND MAYA HOSPITAL NORTH WEST DELHI DELHI 110033 UDYAM DL 06 0040830 | NORTH DELHI | DELHI | 110033 | L5 | Rejected-Finance Not found lowest |
Tender Value
Refer Docs
EMD Value
₹88,500
Closing Date
17 Jul 2021, 6:00 pmClosed
GE Basoli
PO Lakhanpur Distt Kathua JK 184152
Reconstruction of damaged Hybrid fence wall with modified design along with protective work at Janglote under GE Basoli.
2021_MES_454781_1
GE/BAS-15/2021-22
Open Tender
Civil Works
Item Rate
120 days
janglot area under GE Basoli
class D catg a(I )
7 documents required · 7 mandatory
₹500
Yes
GE Basoli
₹88,500
Yes
10 Jan 2023
25 Jun 2021
19 Jul 2021
25 Jun 2021
17 Jul 2021
10 Jul 2021
Amount
Surface excavation not exc 30cm deep and averaging 15cm deep and getting out in any type of soil complete all as specified and directed..
Excavating in trenches, n exc 1.5m wide and n exc 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10sq m on plan and n exc 1.5m in depth and getting out in any type of soil complete all as specified and directed...
Excavating in trenches, n exc 1.5m wide and depth exc 1.5m but not exc 3.0 metre for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10sq m on plan and getting out in any type of soil complete all as specified and directed...
Excavating in trenches, n exc 1.5m wide and depth exc 3.0m but not exc 4.5 metre for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10sq m on plan and getting out in any type of soil complete all as specified and directed...
Excavation over areas n exc 1.5m in depth; and getting out in any type of soil complete all as specified and directed.
Removing excavated material to a distance not exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed.
Returning filling in including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick each as in filling under scoured portion of existing foundation completed all as specified and directed.(Note:- Earth obtaining from excavation in respective items of BOQ shall be used in returning filling to scoured foundation without any extra cost to Govt.).
Material and labour for PCC 1:3:6 type C-2 ( Using 40mm graded crushed stone aggregate ) in foundation filling and mass concrete complete all as specified and directed.
Material and labour for PCC 1:5:10 type E-2 ( Using 40mm graded crushed stone aggregate ) in foundation filling and mass concrete complete all as specified and directed.
Material and labour for 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; basement slabs, under-reamed piles and mass concrete complete all as specified and directed .
Material and labour for M-25 Design mix(using 20 mm graded crushed stone aggregate) as in Columns, pillars, piers, posts and struts complete all as specified and directed .
Material and labour for 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 directed .
Material and labour for mild steel TMT bars 10mm dia and over cut to length, bent to shape 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 all as specified and directed.
Material and labour for mild steel 6mm to 8mm dia and over upto and including 10mm dia in stirrup ,spacers and binder cut to length bent to shape required including cranking bending spirally for hooping for coloum,hooking ends and binding with the including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.
Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams,sides and sofits of foundation and plinth beams; and similar works; vertical or to batter for rough finished flat surfaces complete all as specified and directed.
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 for rough finished flat surfaces of concrete complete all as specified and directed.
Form work to sides of pillars, posts, struts, piers, columns and stanchions for rough finished flat surfaces of concrete complete all as specified and directed.
Supply and fix for Posts and struts of MS angle iron in fencing including cutting tops to shape as directed, drilling hole, notching for wire etc flat iron fillets (for securing wire mesh)) including all necessary drilling bolting or riveting etc. complete all as specified and directed.
Siupply and fix for 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 and similar work conforming to Fe -290 Gde -E-165,complete all as specified and directed.
Material and labour for preparation of steel and iron surfaces exceeding 10 cm width or girth and applying two coats of synthetic enamel paint over one coat of red oxide primer complete all as specified and directed.
Material and labour for Rendering 15mm thick on brick work or concrete surfaces of wall in cement mortar 1:4 finished surface even and smooth without using extra cement complete all as specified and directed.
Material and labour for preperation of new plastered surface of wall and applying two coats of cement base paint over a coat of alkalie resistance priming paint complete all as specified and directed.
Supply and fix galvanised 2 strand steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacing and straining and fixing to any type of standard rails, straining bolts, including, securing or tying at crossing with and provision of galvanised mild steel wire, staples or steel pins, etc as directed (each line of wire to be measured), complete all as specified and directed.
Supply and fix Punched tape concertina coil, dia of coil 600 mm conforming to IS specifications, each coil to be stretched to 6.00 metre length (50 rounds) secured and fixed in position having minimum tensile strength of 1620N/Sqmm of specing steel core wire of size 2.60mm complete all as specified and directed.
Material and labour for 4mm dia galvanised steel wire, 150 x 100mm mesh, made up into mattresses or cages, lapped, wired and laid in position, including closing after filling. complete all as specified and directed .
Material and labour for Boulder filling dry, handpacked tightly, with fully dressed stone as in wire crate apron bunds. complete all as specified and directed .(Note:- Wire crate shall be measured and paid seperately).
Demolition of cement concrete (reinforced) of any description and in any position not otherwise specifically provided for complete all as specified and directed .
Demolition of brick work or stone/boulder masonry, built in cement mortar including all quoins arches pillar etc but excluding ashlar facing, dressed stone work and precast concrete articles complete all as specified and directed.
Dismantling wrought iron or mild steel work of any description not otherwise provided complete all as specified and directed .
Material and labour for Boulder pitching, hand packed tightly, grouted with cement and sand mortar 1:4 complete all as specified and directed .
Material and labour for providing 200mm thick cement concrete 1:2:4 type B-2 using 40mm graded crushed stone aggregates as in floor laid in alternate bays complete all as specified and directed.
Material and labour for forming 30mm deep and 10mm wide construction joints filled with sealing compound complete all as specified and directed.
M/S SATPAL AND BROTHERS
Ms International Engineers
M/S S K Electricals Regd
SATISH AND CO
KAPOOR AUTOMOBILES
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