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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.1 LAccepted-AOC | L1 | Accepted-AOC Being L1 | |
| 2 | L2₹18.5 L+₹39,166.50 (2.16%)Rejected-Finance | L2 | Rejected-Finance L1 being accepted | |
| 3 | L3₹18.7 L+₹53,853 (2.97%)Rejected-Finance 10TH MILE RISHI ROAD KALIMPONG DISTRICT DARJEELING PIN 734301 | KALIMPONG | DARJEELING | WEST BENGAL | 734301 | L3 | Rejected-Finance L1 being accepted | |
| 4 | L4₹18.7 L+₹54,897 (3.03%)Rejected-Finance | L4 | Rejected-Finance L1 being accepted |
Tender Value
₹17 L
EMD Value
₹34,000
Closing Date
9 Dec 2020, 6:00 pmClosed
GE 867 EWS
GE 867 EWS C/O 99 APO PIN 913867
REPAIRS TO SECURITY FENCING, RETAINING WALLS, FOOTPATH AND CERTAIN MISCELLANEOUS WORKS AT PEDONG, ALGARAH, AP ALGARAH, DALAPCHAND, AND TEESTA TCP UNDER GE 867 EWS
2020_MES_393681_1
CA NO GE / 867 / TOKEN / 57 OF 2020-2021
Open Tender
Civil Works
Item Rate
270 days
Pedong
Refer tender documents
8 documents required · 8 mandatory
₹500
GE 867 EWS
₹34,000
Yes
12 Dec 2020
9 Nov 2020
11 Dec 2020
9 Nov 2020
9 Dec 2020
23 Nov 2020
9 Nov 2020 - 16 Nov 2020
Amount
M&L for PCC 1:3:6 type C-2 (using 40 mm graded stone aggregate) as in surface channels, drains including all necessary form work and forming fair finished drain or channel of any girth, using extra cement, including forms, moulds, mitred/ stopped ends etc., including demolition of existing concrete and removing rubbish off the premises complete all as specified and directed.
M&L for 75 mm thick Plain Cement Concrete 1:3:6, type C2 (using 40mm graded stone aggregate) as in sub base and finishing even and rough to receive toping layer including demolition of existing concrete and removing rubbish off the premises complete all as specified and directed by Engineer-in-charge.
M&L for cement concrete polished coloured chequered tiles 300 x300x 25 mm thick with grey cement and pigment, set and jointed in neat cement slurry and pointed in coloured cement to match the surfaces as in floors over and including 20 mm thick screed bed in cement mortar 1:6 including demolition of existing tiles and removing rubbish off the premises complete all as specified and directed. Make: NITCO/ULTRA/EUROCON/DECO/BHARAT or equivalent as approved by GE.
M&L for machine pressed precast concrete colour rubber finish interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness, M35 grade with grey cement and pigment laid on and including 50mm thick sand cushioning including demolition of existing tiles and removing rubbish off the premises complete all as specified and as directed by Engr-in-charge. Make: NITCO/ULTRA/EUROCON/DECO/BHARAT or equivalent as approved by GE.
Demolition of concrete block masonry built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and directed by Engineer-in-charge.
M&L for factory made precast cement block masonry with solid blocks made of Plain cement concrete 1:3:6 mix type C1 (using 20 mm graded stone aggregate) exceeding 10cm width and setting in cement mortar 1:6 including flush pointing exposed surfaces with cement mortar !:4 complete all as specified and directed by Engineer-in-charge. Make: Shankar Saw Mills/Sangam Prefeb Products or equivalent as approved by GE.
M&L for factory made precast cement block masonry with solid blocks obtained from demolition under Item No. 5 above, exceeding 10cm width and setting in cement mortar 1:6 including flush pointing exposed surfaces with cement mortar !:4 complete all as specified and directed by Engineer-in-charge.
Excavation over areas not exceeding 1.5m deep and getting out in hard/ dense soil complete all as directed by Engr - in - Charge.
Returning, filling in soil, including spreading leveling, watering and well ramming in laying not exceeding 25 cm thick complete all as directed by Engineer - in -Charge.
Removing excavated soil to a distance n.exe 50m and depositing where directed at a level n.exe 1.5m above the starting point complete all as directed by Engineer - in -Charge.
M&L for plain cement concrete 1:4:8 mix, type D2 (using 40 mm graded stone aggregate) as in foundation, filling and mass concrete complete all as specified and directed by Engineer-in-Charge.
M & L Plain cement concrete 1:3:6 type C1 (using 20 mm graded stone aggregate) as in coping including necessary formwork, weathering, slightly rounded or chamfered andgles, finishing of exposed surfaces of concrete to even and smooth without using extra cement including demolition of existing concrete in coping and removing rubbish off the premises complete all as specified and directed by Engineer-in-Charge.
S&F 75mm dia PVC(SWR) pipe(4.50 KGF) for weep holes complete all as specified and directed by Engineer-in-Charge. Make: PRINCE/ SUDHAKAR/ NANDI/ FINOLEX/ SWASTIK
Dismantling of posts or struts (wood, steel or RCC), embedded in concrete any section, including taking out embedded portion complete all as directed by Engineer - in -Charge.
Excavation in post holes (for similar holes) each n.exc 0.5cum, getting out, in hard/dense soil and removing surplus soil to a distance n.exc 50m and making good surface complete all as directed by Engineer - in -Charge.
Excavation in trenches, n.exe 1.5m wide and n.exe 1.5m deep for foundation, laying of pipes etc., or for shafts, wells, cesspits , manholes etc., n.exe 10 sqm on plan and n. exe 1.5 m in depth and getting out in hard/dense soil complete all as directed by Engr - in - Charge.
M&L for plain cement concrete 1:3:6 mix, type C2 (using 40 mm graded stone aggregate) as in foundation, filling and mass concrete complete all as specified and directed by Engineer-in-Charge.
S&F for 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, incl securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc., including dismantling old rusted barbed wire any type all as specified and directed.
S&F MS galvanised chain link fencing fixed to any type of standards, rails, posts, straining bolts etc., including provision of binding wire including dismantling of old fencing wire mesh any type complete all as specified and directed by Engineer-in-charge.
S&F Fe-290 Gde E-165 mild steel angle or other sections as in posts and struts in fencing etc., and similar work including cutting tops to shape as directed,drilling holes, notching for wire, including all necessary drilling holes for bolting or riveting, etc., complete all as specified and directed by Engineer-in-charge.
S&F mild steel machine made screw bolts not exceeding 5cm long 11 to 15 mm (diameter of neck) with hexagonal or square heads at one end and screwed the other, screwed end fitted with washers and one hexagonal or square nut, not exceeding 6 cm long all as specified and directed.
S&F in repairs Mild steel bar round bars 6 to 8 mm dia in fencing, cut to length, bent to shape required including cranking, bending, hooking ends and binding etc. conforming to grade I, IS-432 (Part I) all as specified and directed.
M&L for preparation of new or previously untreated surfaces of steel and iron surfaces of any description, not otherwise described, over 10 cm width or girth and applying two coats of synthetic enamel paint over one coat of red oxide zinc chrome primer all as specified and directed by Engineer-in-Charge.
M&L for preparation of new or previously untreated surfaces of steel and iron surfaces of any description, not otherwise described, not exceeding 10 cm width or girth and applying two coats of synthetic enamel paint over one coat of red oxide zinc chrome primer all as specified and directed by Engineer-in-Charge. Make for Item No. 23&24: ASIAN/ SHALIMAR/ BERGER/ JENSON & NICHOLSON/ IEL/ NEROLAC
M&L for 25mm thick precast cement concrete 1:2:4 mix type B0 (using 12.5 mm graded stone aggregate) jallies and loures including all mouldings but excluding frame setting in cement mortar 1:4 complete all as specified and directed by Engineer-in-charge.
Sub Total of Schedule 'A'
Schedule of Credit (Minus) Rs.31,804.00 B/F from Ser page No. 27 NOTE: Bidder shall insert credit amount as rate Rs.31,804.00 in Green field under Col-M. If bidder does not insert the amount the same will be deducted from total amount of Schedule 'A' and accordingly total amount of tender will be considered in deciding the lowest tender.
Sub Total of Schedule of Credit
M/S G. K. SUTHAR
GARGO TRADERS
Sri Gupta Construction
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