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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹31.0 LAccepted-AOC | L-1 | Accepted-AOC Lowest and Reasonable | |
| 2 | L-2₹33.2 L+₹2.2 L (7.02%)Rejected-Finance | L-2 | Rejected-Finance Other than Lowest | |
| 3 | L-3₹33.3 L+₹2.3 L (7.28%)Rejected-Finance | L-3 | Rejected-Finance Other than Lowest | |
| 4 | L-4₹34.0 L+₹3.0 L (9.69%)Rejected-Finance | L-4 | Rejected-Finance Other than Lowest | |
| 5 | L-5₹35.7 L+₹4.7 L (15.2%)Rejected-Finance | L-5 | Rejected-Finance Other than Lowest |
Tender Value
₹43.6 L
EMD Value
₹87,300
Closing Date
3 Jan 2025, 6:00 pmClosed
GE (AF) Srinagar
Garrison Engineer (AF) Air Force Station Srinagar 190 007
CONST OF GROUND EQUIPMENT SHED WITH HARDSTANDING AND PROVN OF ROLLING SHUTTERS FOR GARAGES AT AF STN UNDER GE (AF) SRINAGAR.
2024_MES_687342_1
GE (AF)/SGR-62/2024-25
Open Tender
Civil Works
Item Rate
180 days
AOR OF GE (AF) Srinagar
Please refer NIT and Tender Documents
9 documents required · 9 mandatory
₹500
GE (AF) Srinagar
₹87,300
Yes
14 Feb 2025
6 Dec 2024
6 Jan 2025
6 Dec 2024
3 Jan 2025
20 Dec 2024
Amount
Shedule 'A' Part-I (Shed, Hardstanding & rolling shutter Work)
Surface Excavation not exceeding 30cm deep and averaging 15cm deep and getting out in soft/loose soil, complete all as specified and directed.
Excavating in trenches, not exceeding 1.5m wide and not exceeding 1.5m depth for foundation, etc., or for shafts, wells, cesspits, manholes, pier holes, cable, etc. n exc 10 sqm on plan and getting out in soft/loose soil, complete all as specified and directed.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick soft/loose soil, complete all as specified and directed.
Removing excavated materials (soil) to a distance not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting point, complete all as specified and directed.
M&L for Plain Cement concrete, 1:3:6, type C-2 (using 40mm graded crushed stone aggregate) as in foundation filling and mass concrete, complete all as specified and directed.
M&L for RCC M-30, design mix, using 20mm 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 as directed.
M&L for RCC M-30, design mix, using 20mm graded crushed stone aggregate as in columns, pillars, piers, posts and struts etc.; under reamed piles and mass concrete, complete all as specified and directed.
M&L for RCC M-30, design mix, using 20mm graded crushed stone aggregate as in Slabs supported on walls, roof beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves, complete all as specified and directed.
M&L for RCC M-30, design mix, using 20mm graded crushed stone aggregate as in beams, cantilevers, bressummers, lintels over 1.5m span, complete all as specified and directed.
Formwork to sides of concrete foundation, footings, bases of columns, rafts and raft beams, sides and soffits (if any) of foundation and plinth beams and similar work vertical or to batter for rough finished surfaces of concrete, complete all as specified and as directed.
Formwork 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 surfaces of concrete, complete all as specified and as directed.
Formwork to sides of pillars, posts, struts, columns (square, circular rectangular on plan or polygonal etc. for rough finished surfaces of concrete, complete all as specified and as directed.
S&F TMT bars 10 mm 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 0.90 mm dia or securing with clips, complete all as specified and directed.
S&F TMT bars 5mm dia and over upto and including 10mm dia as in stirrups, cut to length bent to shape including binding with MS annealed wire of dia not less than 0.90 mm, complete all as specified and as directed.
M&L for Brick work with sub class ‘B’ bricks, straight or curved on plan exceeding 6m mean radius built in in CM 1:6, complete all as specified and directed.
M&L for rendering 10mm thick on fair faces of brick or concrete surfaces in cement mortar 1:4, finished even and smooth without using extra cement, complete all as specified and as directed.
M&L for rendering 15mm thick on fair faces of brick or concrete surfaces in cement mortar 1:4, finished even and smooth without using extra cement, complete all as specified and as directed.
M&L for Hard core of broken stone gauge exceeding 63mm and not exceeding 100mm deposited, spread and levelled in layers not exceeding 15cm thick, watered and rammed to a true surfaces, complete, all as specified and as directed.
M&L for 100mm thick PCC 1:4:8, type D-2 (using 40mm graded crushed stone aggregate) as in sub base, complete all as specified and as directed.
M&L for cement concrete work in pavement/ hard-standing of flexural strength 40 kg/per square centimetre including cutting grove as per site requirement and field using 400 kg of cement per cubic metre, thickness of concrete 25 cm, complete all as specified and directed.
M&L for Forming 12mm thick Expansion joints in 150mm Thickness of concrete slab, filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘A’, complete all as specified and directed.
S&F 1.25mm thick of laths Steel rolling shutters, with out ball bearing, as specified including top cover, anchoring rod, hasp and staple and one shop coat of primer, erected in position as indicated, complete push pull or manual type, complete all as specified and directed.
S&F rolled mild steel Roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc. conforming to Fe 410 -W (Gde E- 250) quality A, complete all as specified and directed.
S&F Rolled mild steel sections as in main and cross beams, hip and jack rafters, purlins where connected to common rafters and running rails and guides for sliding doors, fixed with angle cleats or other connecting plates conforming to Fe 410 -W (Gde E- 250) quality A, complete all as specified and directed.
S&F mild steel plain Plates channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment as in gusset plate etc. conforming to Fe 410 -W (Gde E- 250) quality A, complete all as specified and directed.
S&F 0.50mm thick Pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified, complete all as specified and directed.
S&F 0.50mm thick Pre-painted galvalume aluminium zinc coating GI based plain steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified, complete all as specified and directed.
Preparation of new steel surfaces of any description, over 10cm in width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide primer, complete all as specified and directed.
Preparation of newly plastered surfaces on wall and applying three coats of white wash with alkyli resistance primer, complete all as specified and directed.
Preparation of newly plastered surfaces on wall and applying two coats of cement base paint with alkyli resistance primer, complete all as specified and directed.
M&L for 75mm thick PCC 1:3:6, type C-2 (using 40mm graded crushed stone aggregate) as in plinth protection, finished the surface even and smooth without using extra cement, complete all as specified and directed.
Shedule 'A' Part-II (External Electric Supply Work)
Supply, laying, jointing, testing XLPE insulated PVC sheathed with stranded aluminium conductor heavy duty, size of cable 10 Sqmm 2 core, conforming to IS 1554 Part I / ISI marked, including cable glands , cable lugs etc., to suitable the cable size, cables to be laid in trenches, fixed along the poles bare or through GI pipe laid under floors road etc. fixed concealed in walls encased in GI pipe etc., complete all as specified and directed.
M&L for sand cushioning in trenches spreading and consolidation 8 cm thick before laying the cable and 15 cm of the sand after laying the cable but will be measured 18 cm after punning etc., complete all as specified and directed.
M&L for laying of bricks well burnt sub class B (old size) laid flat for cable protection width equal to the length of bricks, complete all as specified and directed
S&F 40mm dia galvanised steel tube, light grade, for protection of copper strip/cable at wall and duct/road/trench, complete all as specified and directed.
S&F industrial single pole and neutral enclosure with a two pin and earth plug and socket complete with one single pole b series MCB of capacity 20 Amp, 10 KA 230 V etc., complete as specified and directed
S&F 0.5 HP, 220 V, 50 Hz Single Phase motor for rolling shutter motor, including MS lever mechanism for conversion the rotary motion to linear motion with welding work, complete all as specified and directed.
There are certain common items for B/R and E/M portion in BOQ. The quantity of these common items have been clubbed to avoid duplicacy of similar items.
M/S SA INFRATECH (BID ID -3199810)
M/S AALIA CONSTRUCTION & ENGINEERS (BID ID -3200230)
M/S FEROZ AHMED MIR (BID ID -3200007)
MEGA CONCRETE CONSTRUCTION ENGINEERS AND CONTRACTORS (BID ID -3199991)
M/S TARIQ AHMAD SHEIKH (BID ID -3205354)
M/S BASHIR AND SONS (BID ID -3200239)
M/S Abdul Ahad Rather (BID ID -3204354)
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