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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹46.0 LAccepted-AOC | L1 | Accepted-AOC Accepted being L1 | |
| 2 | L2₹48.3 L+₹2.4 L (5.11%)Rejected-AOC 94 PHASE II HOUSEING COLONY UDHAMPUR J K | UDHAMPUR | JAMMU AND KASHMIR | 182101 | L2 | Rejected-AOC Rejected due to not being L1 | |
| 3 | L3₹48.4 L+₹2.4 L (5.29%)Rejected-AOC | L3 | Rejected-AOC Rejected due to not being L1 | |
| 4 | L4₹77.4 L+₹31.4 L (68.4%)Rejected-AOC | L4 | Rejected-AOC Rejected due to not being L1 |
Tender Value
Refer Docs
EMD Value
₹88,000
Closing Date
13 Sept 2022, 6:00 pmClosed
GE NORTH UDHAMPUR
GE NORTH UDHAMPUR
GE U(N) 35 2022 23 PROVISION OF PROTECTION SHED AT MAIN AND REAR GATE OF EME ALONG WITH PROVSION OF DRAIN IN LANSI UNDER GE (N) UDHAMPUR
2022_MES_539323_2
GE/U(N)/35/2022-23
Open Tender
Civil Works
Item Rate
180 days
GE NORTH UDHAMPUR
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
GE NORTH UDHAMPUR
₹88,000
Yes
29 Sept 2022
26 Aug 2022
15 Sept 2022
26 Aug 2022
13 Sept 2022
26 Aug 2022
Amount
M&L for excavating in trenches n.exc 1.5m wide & n.exc 1.5m in depth getting out in any type soil complete all as specified and as directed by Engr in charge.
M&L for surface excavation not exc 30cm deep and averaging 15 cm deep and getting out in hard/ dense soil etccomplete all as specified and as directed by Engr in charge.
M&L for excavation in post holes or similar holes, each n. exc 0.5 cum, getting out, returning in and ramming earth around in layer n. exc 25 cm, watering and removing surplus soil to a distance n. exc 50 mtr and making good surface, in any type of soil, complete all as specified and as directed by Engr in charge..
M&L for removing excavated material ( soil ) to a distance n. exc 50 mtr and depositing where directed at a level n. exc 1.5 mtr above the starting point, complete all as specified and as directed by Engr in charge.
M&L for returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick , complete all as specified and as directed by Engr in charge.
M&L for plain cement concrete type C-1 1:3:6 (USING 20mm graded stone aggregate) as in kerbs incl necessary form work complete all as specified and as directed by Engr in charge.
M&L for plain cement concrete (1:3:6) type C-1 using 20mm graded crushed stone aggregate as in drain, filling and mass concrete complete all as specified and as directed by Engr in charge.
M&L for plain cement concrete (1:2:4) type B-1 using 20mm graded crushed stone aggregate as in foundation/drain, filling and mass concrete complete all as specified and as directed by Engr in charge.
M&L for cement concrete 1:2:4, type B-1 using 20mm graded crushed stone aggregate as in bed block/ coping band or string etc. Including use of necessary formwork complete all as specified and as directed by Engr in charge.
M&L for brickwork with subclass B bricks straight or curved on plan exc 6m mean radius in CM 1:4 for parapets walls/ railings/ Manholes complete all as specified and as directed by Engr in charge.
M&L for brick work with sub class 'B' bricks, using old size bricks, straight or curved on plan exc 6 mtr mean radius, built in cm 1:6, complete all as specified and as directed by Engr in charge.
M&L for walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in cement mortar 1:4 complete all as specified and as directed by the Engr-in-charge.
S&F joist, channel, angle, or tee sections, fixed independently (Fe-290 (Gde E-165) without connecting plates, etc. (cut to ordinary lengths i.e within 20mm of the length indicated) complete all as specified and as directed by Engr in charge.
M&L for rolled mild steel section as in main and cross beams, hip and jack rafters; purlins,vertical member such as post or pillars etc, where connected to common rafters and running rails and guide for sliding doors and other similar articles ; fixed with angle cleat or other connecting plates etc, conforming to Fe-410 W ( Gde- E- 250 ) quality-A, complete all as specified and as directed by Engr in charge.
M&L for plates ( plain or chequred ) channels, square cut or notched ( ordinary or counter sunk) forming holes, without any attachment, conforming to Fe 410-W gradeE-250, quality-A, complete all as specified and as directed by Engr in charge.
M&L for pre- coated galvatume aluminium zinc coating G I based corrugated steel sheets, 0.50 mm thick of any colour having tensile strength of 550 Mpa as in roof covering / cladding to wall including lap as specified, fixed with self tapping screws and suitable nylone/ PVC washer, complete all as specified and as directed by Engr in charge.
M&L for pre- coated galvatume aluminium zinc coating G I based plain steel sheets, 0.50 mm thick of any colour having tensile strength of 550 Mpa as in roof covering / cladding to wall including lap as specified, fixed with self tapping screws and suitable nylone or PVC washer, complete all as specified and as directed by Engr in charge.
M&L for 75mm thick Plain cement concrete 1:4:8 type D-2 using 40mm graded crushed stone aggregate as in sub base of flooring etc, complete all as specified and as directed by Engr in charge.
M&L for machine pressed precast concrete interlocking paver block of shape and size as approved by Engr in charge. confirming to IS 15658-2006 of 80mm thickness M-40 graded with grey cement & pigmentcomplete all as specified and as directed by Engr in charge.
M&L for 10mm thick rendering on fair faces of brick/concrete surfaces of roof or wall etc, in cement mortar 1:6,finished even and smooth without using extra cement, complete all as specified and as directed by Engr in charge.
M&L for 15mm thick rendering on unfair faces of brick/concrete surfaces of roof or wall etc, in cement mortar 1:4,finished even and smooth without using extra cement, complete all as specified and as directed by Engr in charge.
M&L for preparation of any surfaces over 10cm in width or girth not otherwise described and applied to two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed by Engr in charge.
SHIVAE CONSTRUCTION
RAMAN KUMAR
M/S BHATIA BUILDERS AND CONTRACTORS
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