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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.0 LAccepted-AOC 86 MAHEWA EAST NAINI PRAYAGRAJ U P | PRAYAGRAJ | PRAYAGRAJ | UTTAR PRADESH | 211008 | L1 | Accepted-AOC L1 bidder lowest | |
| 2 | L2₹16.0 L+₹1.0 L (6.95%)Rejected-Finance | L2 | Rejected-Finance Highest bidder | |
| 3 | L3₹16.0 L+₹1.1 L (7.21%)Rejected-Finance | L3 | Rejected-Finance Highest bidder | |
| 4 | L3₹16.0 L+₹1.1 L (7.21%)Rejected-Finance | L3 | Rejected-Finance Highest bidder | |
| 5 | L4₹16.4 L+₹1.5 L (9.97%)Rejected-Finance HIG 40 TYPE B DEV PRAYAGAM ADA COLONY JHALWA PRAYAGRAJ U P 211015 | PRAYAGRAJ | PRAYAGRAJ | UTTAR PRADESH | 211015 | L4 | Rejected-Finance Highest bidder |
Tender Value
₹14 L
EMD Value
₹28,000
Closing Date
6 Jul 2020, 6:00 pmClosed
GE AF Bamrauli
GE AF Bamrauli
RELOCATION OF STATION ARMOURY ENTRANCE FENCING GATE INCLUDING FENCING NEAR ATC AT AF STN BAMRAULI
2020_MES_311777_2
8551/E8
Open Tender
Civil Works
Item Rate
180 days
Bamrauli
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
GE AF Bamrauli
₹28,000
Yes
20 Jul 2020
12 Jun 2020
8 Jul 2020
12 Jun 2020
6 Jul 2020
29 Jun 2020
Amount
Surface excavation not exceeding 30 cm deep and avg 15cm deep and getting out in soft/loose soil complete all as directed.
Removing surplus excavated soil/materials to a distance not exceeding 50 mtr and depositing where directed at a level not exceeding 1.5 mtr from the starting point complete all as directed.
M&L for 75mm thick PCC (1:3:6) type C1 using 20mm graded stone aggregate as in foundation, mass concrete etc complete all as specified and directed.
M&L for 100mm thick PCC (1:3:6) type C1 using 20mm graded stone aggregate as in sub base flooring etc complete all as specified and directed.
M&L for 25mm thick PCC coloured tiles machine pressed, factory made as per IS-1237-1980 with rubber moulded, set and jointed in neat grey cement slurry and pointed in white or coloured cement to match, laid over and including a bedding layer of 20mm thick screed bed in CM (1:6) complete all as specified and directed. Note; WPC shall be measured and paid separately)
Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5 m in depth and getting out in soft/loose soil as in foundation etc or for manholes, laying of cover not exc 10 Sqm on plan and getting out all as required complete all as specified and directed.
Excavation in trenches not exc 1.5 m wide and exceeding 1.5 mtr but not exceeding 3.00 mtr in depth and getting out in soft/loose soil as in foundation etc or for manholes, laying of cover not exc 10 Sqm on plan and getting out all as required complete all as specified and directed.
Returning filling in, foundation / trenches including spreading, levelling, watering and well ramming in layers not exceeding 25 cm complete all as specified and directed.
M&L for Hardcore (Broken stone or boulders) of gauge not exceeding. 63 mm, deposited, spread and levelled in layers not exceeding. 15 cm thick, watered and rammed to a true surface complete all as directed.
M&L for PCC (1:3:6) type C1 using 20mm graded stone aggregate as in subase of flooring etc complete all as specified and directed.
M&L for RCC (M-25 Design Mix) (20mm graded stone aggregate) as in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc. and mass concrete etc complete all as specified and directed.
Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work, not exceeding 200mm thick and similar work; vertical or to batter surface of concrete rough finished flat complete all as specified and directed.
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 surface of concrete rough finished flat complete all as specified and directed.
Formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs n exc 20 cm wide and sides of RCC/ PCC bands in walls, horizontal or sloping and similar work exc 10cm but n exc 20cm wide surface of concrete finished flat complete all as specified and directed.
Formwork to sides of pillars, posts, struts, piers, columns and stanchions surface of concrete finished flat complete all as specified and directed.
S&F for 10 mm dia and over mild steel TMT reinforcement bars and spacers cut to length, bent to shape required including cranking, bending, binding with and including mild steel wire(annealed) not less than 0.9 mm dia and necessary welding to reinforcement complete all as specified and as directed.
All as per item No 16 above but 5 mm dia and over upto including 10 mm dia in stirrups, spacers and binders complete.
M&L for RCC (M-25 Design Mix) using 20mm graded stone aggregate as in columns, pillars, piers, posts and struts etc complete all as specified and directed.
M&L, rendering 15mm thick in cement mortar (1:4), on fair faces or brick work or concrete surfaces, finished even and smooth without using extra cement complete all as specified and directed.
M&L for brick work with sub-class 'B' bricks, straight or curved on plan exceeding 6M mean radius, built in cement mortar (1:4) complete all as specified and directed
M&L for 450 mm dia bore reinforeced concrete pipes, class NP3, laid and jointed complete with collars all as specified and directed.
S&F galvanished 2 stand steel barbed wire 2.24mm dia barbed with 2mm dia barbes at 75mm spacing and straning and fixing to any type of standard rails strain-ing bolts including securing or tying at crossing with and provision of galvanised mild steel wire, steples or steel pin etc. all as directed. Note : Each line of wire to be measured.
S&F concertina coil 600mm dia (in stretched position) hot dip galvanized steel wire coated with CLR anti corrosive paint, making diamond shape with the help of dovetail clip (18 SWG) fixed over and including razaor wire medium barb, hot dip galvanized steel wire razor wire to angle iron. The concertina coil to be fixed with razor wire at point wherever coil touches bottom of razor wire with the help of hog rings (14 SWG) including all fittings like fasteener clips steel lug rings etc complete all as specified and directed Note:- (1) stretch length of each coil shall be 6 mtr. (2) Angle iron shall be measured and paid separately.
M&L for Framed work such as grills, gratings, etc., with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe 410-0 or Fe 310-0 complete all as directed.
M & L for Granite ( of any type) tiles 16 to 18 mm thick machine cut, bedded and jointed with grey cement slury and pointed with white cement with admixture of pigment to match the shade of granite stone including, polishing and rounding edge over and including 15mm thick plaster in CM (1:4) to be fixed on vertical surfaces complete all as specified and directed.
M&L for preparing new steel surfaces of any description, over 10CM in width or girth, and applying two coat of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed..
M&L for preparation of new plastered surface of wall and applying two coats of cement base paint over a coat of primer complete all as specified and directed.
S&F Bands, straps, supports or stays for rainwater, ventilating pipes, including bolts, if required: hooks (stay), heavy, for large gates; hook and pintle hinges: large hasps and staples; chains; hand made sliding bolts; clamps; hold fasts; wall ties; hooks for hanging fans; plain angle cleats for securing purlins to wood trusses or rafters; knee piece inserts; two way and three way straps, plate washers and similar small articles conforming to Fe-290 Gde-E-165 complete all as specified and directed.
Rolling and consolidating formation surfaces with 8 to 10 tonne power roller to prepare the surface complete all as specified and directed.
M&L for 100mm spread thickness soling (or sub base) with broker boulders or quarried stone, inter stices filled, surface formed and rolled and consolidated to required gradient and camber complete all as specified and directed.
M&L for cement concrete work in pavement/ hard-standing of flexural strength 40 kg/per square centimetre in field using 400 kg of cement per cubic metre, thickness of concrete 10 cm as in road and path complete all as specified and directed.
Note :- Credit shown in credit schedule of tender document shall be considered by the tenderer while quoting the rates of various items. The same shall be recovered from various payment to contractor before handing over old material.
VIPUL CONSTRUCTIONS
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