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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.6 LAccepted-AOC NEAR S B O P WARD NO 1 SURDULGARH MANSA | SURDULGARH | MANSA | L1 | Accepted-AOC Being Lowest Bidder | |
| 2 | L2₹13.5 L+₹4,950 (0.37%)Rejected-Finance | L2 | Rejected-Finance Being L2 | |
| 3 | L3₹13.5 L+₹5,810 (0.43%)Rejected-Finance 544 STREET NO 10 GHUMMAN NAGAR PATIALA 147001 PB | PATIALA | PATIALA | PUNJAB | 147001 | L3 | Rejected-Finance Being L3 | |
| 4 | L4₹15.1 L+₹1.7 L (12.7%)Rejected-Finance | L4 | Rejected-Finance Being L4 | |
| 5 | L5₹16.5 L+₹3.1 L (22.9%)Rejected-Finance | L5 | Rejected-Finance Being L5 |
Tender Value
₹14 L
EMD Value
₹28,000
Closing Date
20 Jan 2020, 6:00 pmClosed
GE (South) Patiala
MILITARY ENGINEER SERVICES GARRISON ENGINEER SOUTH TARAPORE ENCLAVE PATIALA CANTT
As per tender document
2019_MES_310562_1
GE(S)/PAT/41/N/2019-20
Open Tender
Civil Works
Item Rate
120 days
Mil Stn Nabha
Refer tender document
6 documents required · 6 mandatory
₹500
Yes
GE South Patiala
₹28,000
Yes
15 Feb 2020
30 Dec 2019
22 Jan 2020
30 Dec 2019
20 Jan 2020
7 Jan 2020
30 Dec 2019 - 6 Jan 2020
Amount
Dismantling posts or struts (wood,steel,or RCC) any section, including taking out embedded portion including demolition of concrete foundation and removal of waste material and making good disturbed ground complete all as directed.
Dismantling fencing wire mesh (Barbed/chain link) any type, incl removal, complete all as specified
Excavating in post holes (or similar holes) each n exc 0.50 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around in layers not exc 25 cm, complete all as specified and directed by Engr-in-charge.
M & L for PCC 1:3:6, type B-1, using 40mm graded stone aggregate as in foundation for post holes complete all as specified and directed by Engr-in-charge.
S&F Galvanised, 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia dia barbs at 75mm spacing and straining and fixing to any type standard rails straining bolts, including securing or tying at crossing with and provision of galvanised mild steel wire, staples or steel pins, etc., complete all as directed by Engr-in-charge. Note : Each line wire to be measured
Restraining, resecuring including making good staples of Galvanised, 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia dia barbs at 75mm spacing and provisin of galvanised mild steel wire, staple or steel pins etc as directed by Engr-in-charge.
S F Joist, channel, angle, or tee sections, fixed independently, without connecting plates,Gde Fe-410-S as in fencing post incl necessary flat iron,10mm dia MS round bars,drilling holes and binding etc. complete all as specified and directed.
Preparing new steel surfaces of any description, not otherwise descri-bed, over 10cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer, complete all as specified and directed by Engr-in-charge.
Preparing new steel surfaces of any description,wood,steel,iron,concrete, brick, stone, etc, exceeding 10 cm width or girth and applying two coats of Black bituminous paint complete all as specified and directed.
Dismantling of bricks laid flat or on edge, laid dry as in road berms etc. complete including removal complete all as specified and directed.
Bricks, old size sub class 'B' laid dry on edge, on and including 25mm thick layer of sand and filling the joints with the sand. ( bricks to be used as retrived from item No 10 above) complete all as specified and directed.
Continuous brick edging with width equal to the width of brick, laid dry on end vertically using old size sub class 'B' bricks of compressive strength not less than 100kg per Sqcm including necessary excavation and earth work ( bricks to be used as retrived from item No 10 above)complete all as specified and directed.
Forming embarkments including raising (or lowering) earth, spreading in layers n.exc 30 cm thick, watering rmming/rolling and finished to required size, shape etc n exc 1.5 m high from base in soil, complete all as specified and directed.
Rough excavation n.exc 1.5 m deep and getting out in soft/loose soil, complete all as specified and directed.
Removing excavated material exc 50 m and n. exc 250 m deposited where directed at a level n.exc 1.5 m above the starting point for soil, complete all as specified and directed.
75mm thick Cement concrete 1:4:8 type D-2 using 40mm graded crushed stone aggregate as in sub base under floors etc complete all as specified and as directed.
M &L for Rubber moulded Machine pressed precast concrete interlocking paver block(available in different colour for making patterns) any shape and size confirming to IS 15658-2006 of 60mm thickness, M-35 Grade with gray cement and pigment laid over 25mm thick sand cushioning complete all as specified and directed.
Factory made Pre-cast concrete blocks of size 300mmx150mm & thickness varying 150mm at bottom and 100mm at top M-20 (Design mix ) rounded or chamfered edges as in kerb stones set in CM 1:4 complete all as specified and directed
Supply & fixing chain link ild stel galvanized fencing of size 4 mm dia and 100 x 100 mm mesh size, complete all as specified and directed.
m/s narinder kumar sons
FAVOURITE ENGINEERS
K B Enterprises
Shivam Engg and fabricators
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