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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.5 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹15.0 L+₹45,750 (3.15%)Rejected-Finance | L2 | Rejected-Finance NOT LOWEST | |
| 3 | L3₹15.4 L+₹85,124 (5.86%)Rejected-Finance | L3 | Rejected-Finance NOT LOWEST |
Tender Value
₹14.4 L
EMD Value
₹28,800
Closing Date
19 Oct 2018, 6:00 pmClosed
CWE AHMEDABAD
CWE AHMEDABAD
PROVN OF STORE FOR HYG CHEMICAL AT 43 COY ASC (SUP) AT AHMEDABAD CANTT
2018_MES_214217_1
86716
Open Tender
Civil Works
Item Rate
120 days
ARMY AREA AHMEDABAD
REFER TENDER
6 documents required · 6 mandatory
₹500
GE ARMY AHMEDABAD
₹28,800
Yes
5 Sept 2020
17 Sept 2018
20 Oct 2018
17 Sept 2018
19 Oct 2018
8 Oct 2018
17 Sept 2018 - 22 Sept 2018
Amount
Excavating in trenches n exc 1.5 m wide and n exc 1.5 m in depth for foundation etc or for shafts, wells,cesspits, man holes, pier holes etc n exc 10 sqm on plan and n exc 1.5m in depth and getting out in soft/ loose soil.
M & L cement concrete in foundations filling and mass concrete type D2 1:4:8
M&L mild steel TMT bar 10 mm dia or above as in rainforcement cut to length bend to shape required and binding with and incl mild steel wire (annealed ) not less than 0.9 mm dia.
M&L for Mild steel deformed bar 8 mm dia as in stirrups incl bending and binding with and incl mild steel wire not less than 0.9 mm dia.
M&L for use and waste for 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; verticla or to batter,surface finished fair complete.
M&L for use and waste for Formwork to sides of pillars, posts, struts, piers, columns and stanchions ,surface rough finished complete.
M&L for RCC 1:2:4 type B I using 20 mm graded aggregate as in.Foundations, including rafts,footings, foundation beams;plinth beams; bases for columns, etc.; basement slabs under-reamed piles and mass concrete etc.
M&L for RCC 1:2:4 type B I using 20 mm graded aggregate as in Columns, pillars, piers, posts and struts
Returning ,filling in ,including ,spreading , levelling , watering and well ramming in layers n, exc, 15 cm .
Removing excavated material exc1.5 km and n.exc 5.0 KM depositing where directed at a level n. exc 1.5 m above the starting point.
Removing excavated material n.exc 100m depositing where directed at a level n. exc 1.5 m above the starting point.
Spreading and levelling in layers n exc. 25 cm thick and well ramming including watering
M & L for brick work with sub class B bricks straight or curved on plan to any radius exc. 6 mtr mean radius in CM 1:6 complete all as specified .
Supply & fix rolled mild steel in joist, angle ,channel as in purlins, rafters cleats etc conforming to Fe-410- W (Gde-E-250) quality A, all as directed by Engr-in-Charge.
S&F framed brackets of angles or Tees with web and flanges cut to shape, drilled and counter sunk for scre, including bending and welding angles, as necessary, gusset plates, riveting etc n,exc 10 kg each brackets, conforming Fe- 290. Gde -E-165 (brackets over 10 kg each to be measured under structural steel.
S & F Mild steel screw bolts(machine made) of size 5 to 10mm dia withhexagonal or squareheads at one end andscrewed the other, orscrewed both ends, eachscrewed end to be fittedwith washers and onehexagonal or squarenut,exc 10cm long and n. exc 15 cm long.
M&L Hard core of gauge n.exc 63mm deposited spread and leveled in layers n.exc 15cm thick, watered and rammed to a true surface.
M&L for cement concrete 1:4:8 type D-2 using 40 mm graded stone aggregate as in sub base of flooring 100 mm thick
M&L PCC 150 mm thick 1:2:4 type B-1 using 20 mm graded stone aggregare finished even and fair without using extra cement layed alternative bays.
M & L forming Contraction (Dummy) joints 100mm deep x 10mm wide, filled with sealing compound as per specified and directed by Engr-in-Chage.
Forming Construction joint 100mm deep x 10mm wide filled with sealing compound as per specified and directed by Engr-in-Chage.
M&L 75mm thick PCC (1:3:6) type C-I (Using 20mm graded stone aggregate) as in plinth protection laid in panels incl bitumen filling in joints and finish the top surfaces even and smooth without using extra cement .
S&F of pre- painted galvatume aluminum zinc coating GI based corrugated steel sheet 0.60mm thick of an green colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified
S&F of pre- painted galvatume aluminum zinc coating GI based plain steel sheet 0.60mm thick of green colour having tensile strength of 550 Mpa as in ridge, hips, velly gutters and fixed with self tapping screws as specified
M&L rendering 15 mm thick in CM (1:4) on brick work or concrete surfaces mixed with water proofing compound incl chajja, facia etc, finished the surfaces even and smooth without using extra cement complete all as specified.( WPC mesured separetly)
M&L rendering 10mm thick in CM (1:6) on brick work or concrete surfaces even & smoth without using extra cement complete all as specified.
Suppy only Integral waterproofing compound
M&L for new Plastered Surfaces of Walls and applying two coats cement based paint on over one coat of primer on walls all as specified and directed by the Engr-in-Charge
Prepration of New plastered surface and applying three coat of white wash on walls.
Material & labour for preparation of new steel surfaces exc 10cm width or girth and applying two coats of synthetic enamel paint over one coat of red oxide primer complete all as specified.
M&L for PCC 1:3:6 type C-2 (using 40mm graded stone aggregate) as in surface channel and drains etc.
Extra for forming fair finished surface of drain 30cm inner girth in cement concrete using extra cement including forms,moulds, mitred/ stopped ends
M&L for PCC 1:2:4 type C1-(using 20mm graded stone aggregate) as in coping including necessary form work complete all as specified and directed.
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