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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.1 LAccepted-AOC VILL POST MANJHULI PS BAKHITIYARPUR KHUSRUPUR DIST PATNA BIHAR 803202 | NALANDA | BIHAR | 803202 | ₹18.1 L | L1 | Accepted-AOC MS Jai Mata Di Construction Co is lowest and accepted |
| 2 | L2₹18.5 L+₹43,016.80 (2.38%)Rejected-Finance | ₹18.5 L+₹43,016.80 (2.38%) | L2 | Rejected-Finance Not Lowest |
| 3 | L3₹18.6 L+₹58,232.20 (3.22%)Rejected-Finance 00 PANCHARIYA NEAR SANTOSHI MATA TEMPLE MAHARASHI GOUTAM MARG NEW LINE GANGASHAHAR BIKANER BIKANER BIKANER RAJASTHAN 334401 | BIKANER | RAJASTHAN | 334401 | ₹18.6 L+₹58,232.20 (3.22%) | L3 | Rejected-Finance Not Lowest |
Tender Value
₹23.8 L
EMD Value
₹47,560
Closing Date
7 Feb 2024, 6:00 pmClosed
Y K Gour
HQ CWE Ranchi, MES, Dipatoli Cantt
PROVN OF BITUMINOUS ROAD AND CONNECTED ITEMS AT CERTAIN UNIT UNDER GE RANCHI
2024_MES_636685_1
80599/1512/E8
Open Tender
Civil Works - Roads
Item Rate
60 days
GE Ranchi
Please refer Tender documents
5 documents required · 5 mandatory
₹500
₹47,560
Yes
HQ CWE Ranchi
11 Mar 2024
10 Jan 2024
14 Feb 2024
10 Jan 2024
7 Feb 2024
24 Jan 2024
10 Jan 2024 - 17 Jan 2024
17 Jan 2024
Amount
Surface excavation n. exc 30 cm deep and averaging 15 cm deep and getting out in hard/dense soil complete all as directed..
Surface excavation n. exc 45 cm deep and averaging 30 cm deep and getting out in hard/dense soil complete all as directed.
Excavation in trenches n.exc 1.5 m in depth and n exc 1.5 m in width for foundation and getting out in hard/dense soil complete all as directed..
Removing of excavated soil to a distance n exc 50 mtr and depositing where directed at a level n exc 1.5m above the starting point complete all as directed.
Rolling and consolidating formation surfaces in cutting with 8 to 12 tonne power roller complete all as directed.
M & L for 150mm thick soiling of quarried stone or broken boulders graded spread thickness for rolling sub base of road etc incl ramming / rolling with 8-10 Ton power roller finishing to required camber ,gradient etc complete all as directed
M&L for 150 mm thick (compacted thickness) WBM in two layers with coarse aggregates of graded broken metal of lime stone ,sand stone, flint or quartzite of grading 2 (63 to 40mm size) spread, rolled with 8 to 10 ton power roller and consolidated to required gradient and camber complete all as directed.
Preparation of unsurfaced WBM surface by brushing with wire brushes for removing cake mud etc, sweeping with brooms and finaly fanning the cleaned surface with air compresser to remove all loose, dirt etc and including M & L for apply evenly primming/tack coat with paving bitumen VG-10 at the rate of 10 Kg per 10 Sqm complete all as directed.
M&L premix bituminous, macadam laid/rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) with using binder content 4% using paving bitumen VG-30 by weight of total mix complete rolling with static power roller of capacity 8 to 10 ton complete all as directed.
M&L for bituminous premix asphaltic semi dense concrete 40mm consolidated thickness with 5.5% binder content using paving bitumen VG-30 by weight of total mix,complete prepared in hot mix plant and spread with mechanical paver machine ,rolled and compacted to required camber and gradient complete rolling with power roller of capacity 8 to 10 ton complete all as directed.
M&L for preparing bituminous surfaces of road and marking 2.5mm thick centre lines, stop lines, dashes, arrows etc and the like n. exc 10cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine for proper completion of the work complete all as directed.
S&F in repair road stud reflective type of metal body alloy with PAMA strip lens reflector with MS stud of suitable size fixed with adhesive as per manufacturer’s instructions complete all as directed.Make: Model No DA-972 of Dark Eye or equivalent of 3M/Sun Eyez/ M/s Texla Plastic & Metal Pvt Ltd / M/s Automat Road Safety Pvt Ltd.
S&F Solar road stud made of aluminium alloy , 100% water proof with high efficiency mono crystalling solar panel 2.4 V/ 0.30 watt , one Ni-Mh or Ni-Cd rechargable battery (1.2v/1600MA), six super bright LEDs with 10000 to 18000 mcd, bearing weight of 10 tonnes (appx) fixed as per manufacturer's instructions complete all as directed. Make: Model DHRUV of Dark Eye or equivalent of 3M/ Sun Eyez/ M/s Texla Plastic & Metal Pvt Ltd/ M/s Automat Road Safety Pvt Ltd.
M & L forming embankments as in berms including raising (or lowering) with moorum/ Red bajri, laid in layer n exc. 15 cm thick spreading in layer, rolled and consolidated to required gradient and camber complete all as directed.
M & L Brick wk with sub class ‘B’ bricks designation 75 straight or curved on plan exc. 6m means radius in CM 1:6 complete all as directed.
M & L, 10mm thick rendering on fair faces of brick work/concrete surfaces of wall in CM (1:4) making surfaces finished even & fair complete all as directed.
M&L Providing, cement concrete type B0 1:2:4 (12.5 mm graded stone aggreate) as in coping etc similar work in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, complete all as directed.
M & L preparation of new surface of wall and applying three coats of white wash complete all as directed..
M&L cement concrete type D-2, 1:4:8 (using 40 mm graded stone aggregate) as in foundation complete all as directed.
M&L for reinforced concrete pipes 300mm bore, class NP-2, laid and jointed complete all as directed.
M&L for reinforced concrete pipes 450mm bore, class NP-2, laid and jointed complete all as directed.
M&L PCC 1:3:6 type C-2 (using 40 mm graded stone aggregate) as in concrete bed to drain pipe including packing under and haunching against the side or pipe after they are laid and tested complete all as directed.
M&L for 100 mm thick PCC type D-2, 1:4:8 (using 40mm graded stone agg) as in sub base floor surface complete all as directed.
M&L for PCC type C-2 1:3:6 (using 40mm graded stone agg) as in surface channels and drains complete all as directed.
M&L for 40 mm thick Sand filling under floors or in foundation including watering and consolidation for laying interlocking tiles complete all as directed.
M& L for Machine pressed precast conctete interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness M-40 Grade with grey cement and no pigment in paths and hardstanding laid tightly over dry sand cushion (compacted) and joint filled with dry sand(colour and pattern as approved by GE) complete all as directed.
M/S Manoj Kumar Sinha
M K Enterprises
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