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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.1 LAccepted-AOC HOUSE NO 413 MAGADH COLONY SHERGHATI ROAD GAYA BIHAR PIN 823001 | GAYA | BIHAR | 823001 | L1 | Accepted-AOC Lowest and accepted | |
| 2 | L2₹29.1 L+₹3.4 L (13.4%)Rejected-Finance EAST DIGHI TANK OLD LIC COMPOUND GAYA BIHAR 823001 | GAYA | BIHAR | 823001 | L2 | Rejected-Finance Not lowest | |
| 3 | L3₹30.4 L+₹4.7 L (18.5%)Rejected-Finance SHIV BHAWAN MAGADH COLONY ROAD NO 03 SHERGHATI ROAD GAYA BIHAR PIN 823001 | GAYA | GAYA | BIHAR | 823001 | L3 | Rejected-Finance Not lowest | |
| 4 | L4₹33.0 L+₹7.3 L (28.3%)Rejected-Finance ANSAR LANE BANIYA POKHAR GAYA 823 001 BIHAR | GAYA | BIHAR | 823001 | L4 | Rejected-Finance Not lowest | |
| 5 | L5₹33.0 L+₹7.3 L (28.3%)Rejected-Finance | L5 | Rejected-Finance Not lowest |
Tender Value
₹40.5 L
EMD Value
₹80,900
Closing Date
5 Mar 2025, 6:00 pmClosed
CWE Ranchi
HQ CWE Ranchi, MES, Dipatoli
SPECIAL REPAIR TO BLACKTOP ROAD 40.60 X 26.70 Mtrs IN FRONT OF OFFICE COMPLEX OF ARO GAYA AND BLDG NO T 07 T 08 T 09 AND PACHES NEAR FAMILY WARD OFFRS WARD OF MH GAYA
2025_MES_695137_1
80599/1592/E8
Open Tender
Civil Works - Roads
Item Rate
90 days
GE Gaya
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
Yes
GE Gaya
₹80,900
Yes
HQ CWE Ranchi
24 May 2025
5 Feb 2025
12 Mar 2025
5 Feb 2025
5 Mar 2025
19 Feb 2025
5 Feb 2025 - 12 Feb 2025
12 Feb 2025
Amount
Preparing existing black top surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning cleaned surfaces with gunny bags to remove all loose dirt etc all as specifed and directed. (Note: Rate included for removing grass,vegitation/scum on black top surfacee grass, root & vegetation/scum complete to the entire satisfaction of Eng- in - Charge. Note : Cleaning should be done through air - compressor.
Material & labour for pre-mix bituminous macadam with 4% binder content by weight of total mix laid/rolled and compacted to required gradiant and camber (consolidated thickness 75mm or less with 8 to 10 ton power roller complete all as directed. (Mix shall be from hot mix plant and spreading shall be with mechanical paver).
M&L Applying evenly primary/tackcoat with Paving bitumen (VG-30) @5kg/10sqm on existing black top road all as specified and directed.
M&L Bituminous premixed semi dense asphaltic concrete 30 mm consolidated thickness with 5.5% binder content by weight of total mix rolled and compacted to required camber and gradient complete with vibrator roller and 8 to 10 tonne static roller all as specified and directed. Note : Mix shall be from hot mix plant spreading through mechanical paver.
Excavation in trenches n exc 1.5m wide n exc 1.5m depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes etc.n exc 10sqm on plain and n exc 1.5m in depth and getting out in soft/loose soil.
Excavation in trenches n exc 1.5m wide n exc 1.5m depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes etc.n exc 10sqm on plain and n exc 1.5m in depth and getting out in hard/dense soil/ road surfaces.
M & L for PCC type C2 1:3:6 using 40mm graded stone aggregate as in drain in foundation filling and mass concrete.
M & L for brick work with sub class 'B' bricks straight or curved on plan exc 6m mean radius built in CM 1:4 as in wall of drain all as specified.
M & L for rendering 10mm thick on fair face of brick wall in CM 1:4 finished even and smooth without using extra cement.
M & L for removing excavated material n exc 50m and depositing where directed at a leve n exc 1.5m above the starting point.
Returning filling in, including spreading, levelling, watering and ramming in layers not exc 25cm complete.
S&F TMT bars 10mm dia, cut to length, bent to shape required, incl cranking, bending spirally for hooping for columns, hooking ends and binding with and including MS wire (annealed) not less than 0.9 mm dia or securing with clips.
M & L of Reinforced concrete pipes 450 mm dia, class NP2, laid and jointed complete with collars all as specified and directed.
M & L for extra for forming fair finished drain or channel 30cm inner girth using extra cement incl forms moulds mitered /stopped ends etc.
M & L for providing precast perforated reinforced cement concrete 1:2:4 type B-1 (Design Mix) in landings, cover slabs (for man holes etc.) and set in CM 1:6 and similar articles with plain faces
S&F 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.290.Gde-E-165 complete
S & F of Solar Road Stud of DARK EYE Model “DHRUV (DA-110) or equivalent with specification :- (a) Construction : Aluminum-alloy shell, (b) 100% water proof design according to Ip 65. (c) Dimension: 125mm x 125mm x 25mm (shank 60mm) (d) High Efficiency Mono-Crystalline Solar Panel 2.4 V / 0.3 Watt. (e) One Ni-Mh or NI-cd Rechargeable Battery (1.2V / 1600 MA) (f) Six Super Bright LEDs with 10,000 to 18,000 mcd (Millicandela) (g) View Distance: upto 1000 meters (h) Flash Rate: 2Hz or according to customers requirements. (j) Bearable Weight: 10 Tons approx
Material and labour for painting centre line arrow dashes letters etc not exc 10 cm wide on roads pavement with retro reflective thermoplastic roads marking paint not less than 2mm thick of approved make applied with machine as per manufacturers instruction including preparation of surfaces complete all as directed.
Dismantling of machine pressed precast conctete interlocking paver block any shape and size of 80 mm thickness carefully without breaking the same and stacking properly complete all as specified and directed.
Demolition of lime Concrete in ground floors and pavings n exc 15 cm thickness (below or above ground level)
M & L for 75 mm thick Plain Cement concrete type C- 2, 1:3:6 (40mm graded stone aggregate) as in sub base.
Sand filling under floors for cushioning of interlocking tiles including watering and consolidation
M & L for rubber Moulded machine pressed precast conctete interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness M-40 Grade complete all as specified and directed.
M & L for Providing, cement concrete type B1, 1:2:4 (using 20 mm graded stone aggregate) in cills, steps; seismic and other similar bands, plinth courses copings including necessary form work all as specified and as directed
M/s Vinay Kumar (BID ID -3250150)
M/S ABHAY KUMAR AND BROTHERS (BID ID -3250216)
ISRAIL ANSARI (BID ID -3248509)
BISHWNATH KUMAR BHARTI (BID ID -3255965)
OM SAI NATH CONSTRUCTION (BID ID -3255674)
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